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38107-38139 Fallstone Wy
(0 7 1--2, �) / / -,�) 6 / c? INDEX OF DRAWINGS OR I SHEET DESCRIPTION � 1. r �f, j=1 r . f�'l.Y WITH pREV �aL > SHEET 0 I t rr `.i1NG CODE. AIDING G �:�� No. ,���1', ,.�'k�'�I YRHIL , 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-B 1516 FLOOR PLAN 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 ABBREVIATIONS 12 ROOF FRAMING PLAN AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room 13 UNIT -A- 1532 ELECTRICAL PLAN ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air 14 UNIT -B- 1516 ELECTRICAL PLAN AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill 15 UNIT -C- 1624 ELECTRICAL PLAN AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed _ 16 ELECTRICAL SERVICE PLAN AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle � _ >T ALTorALT. Alternate FRT Front REF or Ref. Refrigerator T L1 LINTEL DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing �. SN STRUCTURAL NOTES 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 (�� 'T�) — SN1 DETAILS BILK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round �� - — S3M MONO DETAILS Al BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass(dool GF1 or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bol. Gypsum Board IRS, R/S, R/SH or R&S Rod and Shelf SD or SO. Smoke Detector SGD Sliding Glass Door mood 0I M I 0 No on I Loss MIN MEN Omni MIN on No I 0 I so so! on on no I OR I Sol f-Em long 5-01 OMNI n s IN on ME] son ONE on me ONE DETAILS MAIN Don Don 0 Uo 'Zii, Czialu Q _80 .,..., �.,...,. ....�" t' ... ,,.,.,....,.... ...., .,........., iI i i i Tr - Q - - -- _._ �— OO 4-0 1 Vi( T Ur- I MILD C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower ST STAIR DETAILS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights SS RETROFIT DETAILS 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 ill �� �I r— 1 El D1 FRAMING DETAILS CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) ! � ��llff�� �� ���� �] �n �� �I� ©0 �n� �� DE��❑❑� n� WP WATERPROOF DETAIL COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square �E � u u 0 ❑ n ! J IJ L ❑ J �I ❑ 0 � n J U COL or Col. Column INTorInt. Interior STO Storage ��� ���� ��❑� �❑LJI� u��� 00FIE ! I�El=J ElLlLl0 u�u� PA 1.0 PRODUCT APPROVAL COMM or Comm . Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall L-1JD�IF �0 I — -- a �'' I � — — — - -- �� I � — ��— � MI PA 1.1 COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine 171 PRODUCT APPROVAL CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar PA 1.2 PRODUCT APPROVAL CONTorCont. Continuous LAVorLay. Lavatory TEMP or Temp. Tempered UNIT A UNIT B UNIT C UNIT C UNIT C UNIT C UNIT B UNIT A CT or C.T. Ceramic Tile LForL.F. Linear Ft. THIKN or Thik'n. Thicken SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder 8 UNIT TOWNHOMES MC Medicine Cabinet TR Towel Ring � SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL DEC or Dec. Decorative DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL DIAorDia. Diameter MGT Management (room) TYPorTyp. Typical 11 DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under COL nter UNITS A-B-C-C-(.-C-B-A" SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL 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 Basa DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. DiverterValve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam MEAN ROOF 15 FT. HIGH TYPICAL DW or D.W. Dishwasher OPNG or Col Opening VTR or VTE Vent through Roof / Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional Worw Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEVorElev. Elevation PEDorPed. Pedestal WA or W.A. Wedge Ancrior MEAN ROOF 30 FT. HIGH TYPICAL EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) FOR 2 STORY HOMES EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Ad Wood EXPorExp. Expansion PLorP.L. Parallam WDW HDR or WDW. HDR. Window Header THIS DRAWING AND DESIGN IS VALID EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Herter FOR 12 MONTHS AFTER THE DATE IT FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 05-21-16 1.00 NEW BUILDING CONFIGURATION documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to 12-2 8-17 2.00 2017 FBC CODE UPDATE 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 06-2 7-17 2.01 UPDATED PER F D S REVIEW 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 12-19-2 0 3.0 FBC 2020 CODE UPDATE 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 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. agreement. 06-15-21 4.1 STAIR SECTION REVISED PER C.M. Control of Construction SiteThe 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 � fi � debris off roofs, make sure that water flow is away from the NIT THhouse 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. � o .P- -ELI- J G U CV O m X . G u- a m y d a CU > c oW of T t/7 fl- G E 0 ����E���IiE:I!►ir`Cf If• 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 Flor da Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v E 0 8 U O W N N_ Cyr' O QO 0f� L N 3 U) # N O All Y, M ai , v -CL u Z '0c v n —ILw '0 - o t' W oM`, O °' W U) °' m co d . Z to M Z JQ N s U' O U a o ❑ ❑ V M � z N o z N z o Q s. d N z o 0 LU O o cif y �N U rL ~ 5 8 �IJ U o c W x �0 N O1 CID Cl) M J Z Z S w Z Z a Ll Q E E zo o W° 6 <o z® oa M� w� UO Z � _ O E N pXO ¢oZ a o w o a z w w t L o a 2 m 0 Z Nc N xZ �o aw Z W< 3 01 z 58 0 oLL o << 3 ;o CO a ITzla ij 3 c o r .N > � ai rn N C,p C7 r t CD Q M nco Lit o C m 00 o 00 E O T I� N LO O Or O < co 00 OQ 00 T N m > 3 Q y o Z Z E 0 a a U _J ¢ p � JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. I . II t r It 1 1— 1 __ - 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 Ir o 1/8" SAWCUT x 1/4 c� UPPER 1/3 OF SLAB SLAB THICKNESS SOEE PLANMESH REINF. WHERE SHOWN ON } FOUNDATION PLAN o Z c� W Q wCn _7 CONTROL JOINT DETAIL SCALE: 11 /2"=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1AxVV1.4 W.W.F. a 9777777, ° d A• n• (4) #5 d . a REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-O" 5x5x3/8" A36 STEEL BASE PLAT SECTION A -A 1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT rFM24 BOLLARD DETAIL ��j SCALE: 3/4" = 1'-0" CONCRETE SLAB PER PLAN SYMETRICAL 18'4" 18'-0" 18'-0" 18'-0" 1'4" 13'-4" 3'-8" T-8" 13'4" '-0" T-8" 13'4" '-0" '-0" 13'-4" T-8" VERIFY VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD T-0" x 34" x V-0" L PAD PAD L PAD 3' "x 6-0" V-0" PAD wl (4) #5 E.W. S3 S3 4)OE• . 2'-0" x 2'-0" x 1'-0" HOSE HOSE 2'-0" x 2'-0" x 1'•0" 2'-0" x 2'•0" x 1'-0" HOSE 2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" y HOSE TRI w/ (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W, wl (3) #5 E.W. RR CONDENSATES_jn CONDENSATE �—CONDENSATE 1W F CONDENSATE i LINE 1 -4" ELEV. FIN. I 1 I LINE 1 -4" ELEV. FIN. 1 I I LINE -4" ELEV. FIN. 1 I I LINE -4" ELEV. FIN. A S3 a- CONC. SLAB 1 � 2 o CONC. SLAB I � 2! o CONC. SLAB I � 2 I CONC. SLAB o I � I 1'-4" 6'-8" T-10" T-10" 2'-8" -8" 3'-10" 3'-10' 6'-8" 1 -O '-8" 3'-10" 3'-10" 6'-8" 0" '-0" 6'-8" 3'-10" 3'-10" 40 4" 4" .4" .4" PROVIDE 1 Y" RECESS FOR - I- -- — t -- — _ C I � — -i- — —— P OVIDE 1 y" RECESS FOR — _ _ I I — —1 —1— PROVIDE 1 %" RECESS FOR _ _ PROVIDE 1 %" RECESS FOR I --I—I -- — 1-- SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg I I S DING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH I I SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH SLIDING GLASS DOOR. REFER T MASON'S SCOPE FOR WIDTH PROVIDE LI E FOf� I (— I ICE MAKE 1 L I 00 I I - CE MAKER co I 1 - E MA ER I ICE MAKER _ - 1 1 ® I M D1 I I 1 D1 M co I I I D1 I M co I I I M I D1 I I I iD S3 7 47 S3 M47 S3 S3 I 1 ( N I i T r I ' 1 y 1 I Il11ITI /� I I I `�' 3Y° MIN. 3000 RSI CONC. SLAB FOR ro l l y (I I - I I r I M 11 I l l l j L HERNANDO CO NTY ONLY. 3%" MIN. L _�� (L` J t__'j SLAB OVER 6 IL 250VISQUEOEN I APOR BARRIER ® I I I I I I I J DBL. SINK w/ C.J. �f$POSAL IIII � I ' I III DBL. SINK °0 � DISPOSAL _ - __ , C•J• - I I III - DBL. SINK / °0 -DISP_OSA _ _ CO �— - I I 1 L SINK wl _ _ _ _ POSAL_ -1 - - - - �r -� III I 1 00 _ `D -�� - -1 4 _ zo � TYP @ 2-STORY U.N.O. r) 11 i I III R r III RII I I I III II r III L_ RII I I I Ill_ II III L_ JII I r) I ( 1 I 11 IIL J III JII _� _j J _j ==A --j �—_ C--J`�-= I C=-JL - I C 1 C-- 12'-5" 5'-11 " 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" 01 PW01 PW01 I I W01 I W01 D1 D1 I D1 D1 o 0 I I d I d M I I � I � I I I I is I 14'-6' II I 3'-14. I T-10" 1 4'-2" 11 1 13'-10" I 14'-2" I I I 1 14'-2" I 3'-10" I �� I I �-� I I I-� I I r� M I 1 1 I I I I I� I I I I 1-1 I I I I 1 I LO I 1 - 0' 0" ELE ( I I I I I 0'- " ELEV. I I I 0'-0" ELEV. 0'-0" ELEV. ® I FIN CON . SLAB I I FI CONC. SLAB I I FIN CONC. SLAB 1 I FIN CONC. SLAB 1 , c.J. I- I I - - I - - �� - I I _ , c.J. - - - -I —� - - c.J. _ I I _ _ v I I I I �L I zo GG I GG I I G I I G I ® @ FOUNDATION 1 1 1 1 1 1 ( @ FOUNDATION I I I I I I @IFOUNDATION I I I @ FOUNDATyON I 1 1 1 0 1 '4- I I 2'AO" 2' Ol. I I 16'-0 2' 0" I I = 16'-0" 16'-0" I I 2' 0" 60 1 I I I I I I r-- ®IL_ J I IL_ j _ I I L iI �'\ I I EO co 00 11,'l/I N 1 ;7 „ (ELEV. APPROX. 1-1/2 I BELOW F.F. I I 1 l\ ,I I I / \,/ I i ,,!,\I I I f �/ I �` J I I I I I I ,I \14 1` I ■ I ELEV. CAN BE NO MORE '/ —� I - THAN 1-1/2"BELOWTOPOF EGRESS DOOR THRESHOLDI I I - 1 1 / \1 FIELD VERIFY K N I i I; /y W.H. H.� I iv � I\ I �� K I N K I I I K _ I I I zo iv 1 PROVIDE 1/2" RECESS _ 83 _ � , ( S3 PROVIDE 1/2' RECESS FOR S3 PROVIDE 112" RECESS FOR I I PROVIDE 1/2" RECESS FOR S3 �W.H �y T FRONT DOOR. REFER TO -v MASON'S SCOPE FOR WIDTH 3 2'-1 2 104" I 'v LFRONT DOOR. REFER TO s 2 Od I LFRONT DOOR. REFER TO co FRONT DOOR. REFER TO v 1 2'-1 " I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I FM24 OT ■ ® ® ® I ® ■ -0" 4'-0" -0" G" I I I I 0" '-G0 -0" -8., I ELEV. APPROX. ' I I I 11-1/2" BELOW F.F. I o 9 o I 1 oo I i I o I I I I - q ( ELEV. CAN BE NO I d ELEV. APPROX. I I 1 I 1 I o co LO I -4" ELEV. FIN. CONC. SLAB to I I I PW01 1 LO MORE THAN 1-1/2 4' ELEV. FIN. CONC. SLAB I BELOW TOP OF -4" ELEV. FIN. 1-1/2" BELOW F.F. CONC. SLAB ® ELEV. CAN BE NO 4' ELEV. FIN. I PW01 ® CONC. SLAB zo I W01 I 1 I EGRESS DOOR MORE THAN 1-1/2" C.J. D1 d I ITHRESHOLD. FIELD C.J. : = IVERIFY C.J. _ I BELOW TOP OF I EGRESS DOOR 1 I D1 I ELEV. APPROX. I C.J. I I � D1 +_ _ _ _ _ _ 10 THRESHOLD. FIELD _ 1-1/2" BELOW F.F. 9 r — — 5'-8" I �_ o I I "' I I I N ,'T a 1 o VERIFY n 1 I I ELEV. CAN BE NO `�' I I 3' 0" x 3' 0" x 1'-0" �, MORE THAN 1-1/2" w/ (4) #5 E.W. N L Q I I q I I I o q 1 I BELOW TOP OF I I I 14 S3 S3 1 � _ 10 ® I EGRESS DOOR 55 I I I 55 I 1 55 I 1 I 1 THRESHOLD. FIELD I 55 1 I D1 I I D1 i D1 VERIFY D1 1 ■ I I I I I _ I 10 I I I Lo ED M I o I I -1 "SEE S-3 FOR S3 T 1 S3 I T I S3 1 ■ ■ I "SEE S-3 FOR S3 L RECESS OPT." L L_ — — — L _ _j L I L- RECESS OPT." L — —(— + — — — — — — — + q v S3 0" �' S3 S3 iv ® ® A Iiilii HOSE (2) #5 ■ VERTICALS HOSE ■ HOSE (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS BIB W/IN FILLED CELL WAN FILLED CELL BIB W/IN FILLED CELL BIBB BIBB W/IN FILLED CELL 8'-0" V-8" 1'-6" 8'-0" 1'-10" 2'-0" F-O" V-8" 1'-8" 8'-0" 1 V-4" 1 V-4" 64" 11'-8" 6'-8" 6-8" 1 V-4" 7'-0" 22'-8" 18'-0" 24'-8" 72'-4" FOUND SCALE: Y4'=1'-0" —INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL MON PLAN N N 0 N O = V N — o m x � aY N --' "> o s � � 3 � cc = E o d U To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E Mo Q � U 0 0 N r (N0 M N 0 zSzS ik LL 4V�`y Q C J 2 LL W s°' J lL SSSS p, g Z (0 C d L m o 13 Ci � '� N Cp 0 t_�; 0 (n ILZ L" M Z Q J N J Z 00<0 W ❑ ❑ z N c7 O z z � � � N Q n ti U) Ln z Owo N w` r to in U ai LU U 8 U c N , Y �0 Q N CD ti co C.0 w M M U_ ¢ Z Z E -O <� d oLL -® E a f 00 "o o� 0U Z o E p4 a0 Oz aZ GV r i¢0 w o wM `o� m Q 60_ - U y 2 Z 60 Qi _j m Q W to < O o LL0 z 5° W T � f w� x o << po a o T > d' ai m N C� co CD T CD n� l[� o 00 C m o 00 E CN ~ CD Q CTTfl ' VJ T Q (� L O 00 6 �\ 00 VN T Q o z c N E O d ai U _jQ J JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 2 Cc F OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153' 17 TREADS @ 10' TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd DECKING �� FLOOR ONLY) Fn F. FL. 17 16 \ \ 15 14 13 12 11 CONT. 10 HAND RAIL �9 q 7 080 ^6 _ CO 5 2x STRINGERS \. 4 F. FL. f 14'-2" TYP. STAIR SECTION .CAI F• 1/4" = V-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS e (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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38J 18JX37J S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20X63 184X62} S.H. 16 20X72 184X714 S.H. 1H2 271/4X26 26X25J S.H. 1H3 271/4X38J 26x371q S.H. 1H4 271X501 26x50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 4 X 26 36 i X 25 1/2 S.H. 23 37 4 X 38 g 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 # X 371 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 624 S.H. 36 54 X 72 521 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. DRYWALL (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. _ J z Q w U 0 Q J = Z 1 1/4" TO 2" DIA HANDRAIL NO \ LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL rn BRACKET BLOCKING AS REQUIRED F. FL. HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 18'-4" 13'-4" OUTDOOR LIVING 9'-4" CLG. A.F.F. CONCRETE 6068 SGD LC N LO © rn M DINING 9'-4" FLAT CLG. TILE C10 CY)�LO ALO N CV 0 0 0 (D � �I 16" SQUARE- CMU COLUMN v FLRG. LINE FLRG., LINE VERIFY AC PAD LOCATION OF A/C PAD HB 5-SH 2468 REF I I 6' -7" o I 0 O J I I KITCHEN Z ,O 9'-4" FLAT CLG. TILE I SINKw/ D/W DISPOSAL I I ao---� L J 1 16" CNTR. AT 42"- A.F.F. GREAT ROOM 9'-4" FLAT CLG. CARPET GG CO S3 � � .: I"1 �■.■. ------ -IN u. OR ME on on: ::: ■■on in • MEN o III 111 • III ooom L_; ME 1/2 WALL CAPPED UP 2x6 WALL 4'-4" - *NO UPLIFT* Q S4 - 00 w- H 1 N PWR. TILE CV J LL 0 2868 GE OF SLAB 2" 00 CWH -YOND WALL N O 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'-4" F T CLG. r--------- ------1 I I I I _P I I ■ I LINE OF 2nd STRY. ABV. 1 I - t I **NOTE * I 800 I BLK. WALLS ARE 8'-8" 1 TALL FOR "A" NIT 5'-8' o I FROM FRO14T 1 OF 00 E K GARAGE TYP. @ I I S4 GARAG 1 8'x7' GARAGE l,_811 8'-0" OOR 5'-8" 7'-0" 11'4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: X"=V-0" 18'-8" T.O.M. D1 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE F- T WILL BE DOUBLE STUDS 16" O OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED W FINISH *' WALL SHEATHING 1 REFER TO SHEATHIN o C� 60O 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) @ C. U t ITH PLASTER OR STUCCO EXTERIOR 3'4" 0 12'-0" T-0" 5/32" EXPOSURE 1 OR EQUIVALENT. G SCHEDULE FOR ATTACHMENTS- 1'_4" V-8" 3'-10" 5'-0" 0 3'-10" 2'-8" © O � MOD 25 SH MOD 25 SH ( 39" x 59") ( 39" x 59" ) EGRESSI EGRESS 0 00 OWNER'S rfl 55 BEDROOM D1 8'-0" FLAT CLG. CARPET CV 0 1 00 oao N 17'-8" co iD 6'-4" 10 4'-4" 7' 0" I ® M.C. - - - - - R&S O. BATH 22"x36" ----_----- I 8'-0" FLA CARP CLG. T ATTIC0 ACCESS I I C CV 00 00 CV co 00 �' I 8/� O" FLAT CLG N 10: N ICARPET PW01 LO --'-' I D1 ® _ _ _ 1 --- ----J TYP. O= O I 2868 R&S N 5 Aig® X6 00 E TO j 7 50 7' A. 0 CD 8 N /Al 9 60"x 10 00 OWER P I C7 R/A 11 rn 5' 11 a 4'-4" 3'-4° I 3'-8" 19 LOFT 13 LO CO 14 8'-0" FLAT CLG. 0 LO 00 F- CARPET 15 00 ( 00 N I 16 I CO 17 00 tr' UP 18 u MTA 1/2 WALL b� CAPPED T = 5'-4 N 1'-10" 9'-6" fV - O Div tD 1 -0 in 2668>04 N >C4 OBAT 8'-0" FLAT CLG I ■ CARP M.C. T 2, O jQ� WIC 8'-0" FLAT CLG. iv 1 CARPET 2668 W I N O Co tr I � I ----- ---- M BEDROOM 2 R&S 8'-0" FLAT CLG. ■ CARPET MTV G.T. - - G.T. ii0 0 MOD 25 SH (39"x59") EGRESS ■ dp 3'-8" 3'-10" 3'-10" 4'-0" 7'-4" 80 7'-0" 1 V-4" 18'-4" I \I 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET u SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S. F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/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-111/!R-113 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N ace C d� r;, > W o 0 >c u cl N ea C � y o Q N Y - d 9 y o t�E Q "'3 E is :3: a, _= U 61 � � T c E o d U C) ' • ... i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r to W LoQ v E O o U O C 10 r Q co o 9)0 <; N P:R M y z # LL Z; N S J 52 u. Jli a_( _ w -a o Y °' Z co c r°13o � Z Lin ? .� N � O O NZ Q , Z < X 0 OU 0 U) M - 0 Z Z N M o z � N63 z o J d N M N z 0 o LL 4- 4- w o U 0 cn w o : 2 1 � U L1J J 0 ' U o u' 0 ¢ - 0C sm M J CAM M z O Z Q 2 J LL_ ca CI_E o �� <o Z® oa U0ttOaz ZZN �_� oL ¢U -ZO wE, p Q O< mm<w3 o Z 2J Z W 3 Q 3 0< wLL Z 5� a mw o O aLL Iw as = 3 �o 'aC) 01 o T I- a� m m 0 III CD E T_ _ � O C'r) a- Y L[7 0 Co 00 00 E � CDT CN � N L0 O N rn Q LO 00 0000 T- E 'c iri o Z m Z Z E N 0- U � Q p JOB NO : 22-09500-09493 SCALE : AS NOTED SHEET NO. 3 111I1 H I t I I II J11 (2) 2x8 w/ 1/2" FLITCH HEADER - SLOPE CEILING TO MATCH STAIR RISE F. FL. v iT �-!. FL. LJ 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. OWNER'S BATHROOM SCALE: 3/8" =V-0" 0 F- BATHROOM 2 SCALE: 3/8" = V-0" i i CONT. HAND RAIL- i1 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) - CV M 0 co 0 60 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 R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 38 J 18 2'X 371 S.H. 14 20X50J 181X50 S.H. 15 20X63 18JX624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X388 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37JX26 361X251/2 S.H. 23 37 4 X 38 36 J X 37 3/4 S.H. 24 37JX50J 36JX50 S.H. 25 37JX63 36JX621/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 5217 X 251 S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 21X 711 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" i 3/4" PLYWOOD i� O DECKING i i i i i i F. FL. --�---------------- 18 Mla 17 -� � 16 � 15 14 O� 13 12 1(n� I 11 9 8 Cr) �--2x STRINGERS O I TYP. STAIR SECTION_ HEADER SCHEDULE STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" i 3/4" PLYWOOD i� O DECKING i i i i i i F. FL. --�---------------- 18 Mla 17 -� � 16 � 15 14 O� 13 12 1(n� I 11 9 8 Cr) �--2x STRINGERS O I TYP. STAIR SECTION_ HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 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 O i 1 1/4" TO 2" DIA X �/ HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED F� HANDRAIL DETAIL SCALE: 3" =1'4' Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 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: Nosing at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 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 36 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. c -r 0 in 00 AV- 00 co P a0 CD 0 r; to 00 0 Z0 CS LO Av C0 18'-4" T-8" VERIFY AC PAD LOCATION OF A/C PAD HB 13'-4" 1ST FLOOR PLAN - UNIT-B 1516 SCALE: Y"=V-0" 14017' RFV in 1 gn CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. OF WALL IS GREATER THAN 9'-0", THEN AT CORNER WITHIN RUBLE STUDS @ 1 ) WITH PLASTER IG 15/32" EXPOSU ZING SCHEDULE THE 4'-0" END ZONE, THE 6" O.C. OR SINGLE STUDS 3'-0" 00 12'-0" -4 3'" OR STUCCO EXTERIOR RE 1 OR EQUIVALENT. 2'-8" T-10" 5'-0" T-10" T-0" FOR ATTACHMENTS" A MOD 25 SH MOD 25 SH ( 39" x 59") ( 39" x 59" ) ■ ■ EGRESS EGRESS 00 OWNER'S BEDROOM 8'-0" FLAT CLG. ;� CARPET CV o0 ED 17-8" zo T-0" 4'-4" 64" R&S M.C. PW01 i - - - - - - 22"x36" O. ATH O D1 I _ _ ATTIC 8'-0" LATCLG. I W i � ACCESS CARPET TYP. ca '_0" FLAT C(O. `� 00 00 II CARPETI 04 / 01 I �----- --- R&S 5 2868 O PW01 6 D 1 60 00 7 I co 8 00 7' TYP. 9 AH N `h " 36" 10 SF OWER P to 11 RI A 3'-8" 3,4„ 4'4" -1 LO LL 13 --I w 14 w `° I to w o0 15 0- Q W 00 16 ' � 0 Q L FT N o� 17 8'-0' FLAT CLG. 18 UP IICARPET u 1/2 WALL 0 CAPPED ba - CV 9'-6" 1'-10" '4' a Q �0 7�a 266 TH 2 O .0" LAT CLG. C RPET M.PF C. WIC N r16 8'4" FLAT CLG. 0 � CARPET I IU zo I� BEDROOM 2 8'-0" FLAT CLG. " ---- -----J R&S CARPET - G.T. ■ 1 00 EO Ln in ©MOD 25 SH (39"x59") EGRESS 3'-10" T-10" 3'-8" 7'4" 4'-0" 0010 1 V-4" 7'-0" 18'-4" 2nd FLOOR PLAN - UNIT-B 1516 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 0 SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 112" Gyp. Ed. 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. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N o® a d� 0 ac o C R U N rn cc c N t N "C O f0 N 7G d d •�o�a d J 3 fC In d d J = ab ra r av o 0- J 0 •'. `.`, .:. rare/!ar vd + V ;�.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M U cE N N fT Qc7 N r 0cc 00 V% �cov 25 # � a C _I 2 U. CotLLL S5 � a a �c -. Z m c o aWE 7 (V Y W N�pjO� m w '�•`.'3 Z '00 � co Z Q J r: N M 0 O U i . Z U N W ❑ a o g O ON z o � Q 2 N a V) z dJ U' 0 C� w U 0 �v! :D C11- N N-, U w , g U 'o ai a Q OD 0 N O f r� co CM ¢ z M z z LL- Zo >� Q � of <o z0 E Zoa nl E. UO Z F_ - 0 O CL ¢ E . Oa= � O E ao o03 woww i <z mp no Z �Q O¢ z N� <w v) J a ° z aNi 3 a go W wLL a Q 3 �w NLLw = 0 Oza 3 3 ¢ 'o Illlllllllll� J o w o a 1 C l c 2f U) >� N I- C0 T E VJ cfl CD T T � CD a- Y Its? 0 00 T m O O Oo E CD CD �� O LO Cn LO C9 M 00 r N .T 00 O E c Z ccZ E 0 of E N `m E c a U � Q p � JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 4 OF WALL IS GREATER THAN 9'-0", THEN AT CORNER WITHIN RUBLE STUDS @ 1 ) WITH PLASTER IG 15/32" EXPOSU ZING SCHEDULE THE 4'-0" END ZONE, THE 6" O.C. OR SINGLE STUDS 3'-0" 00 12'-0" -4 3'" OR STUCCO EXTERIOR RE 1 OR EQUIVALENT. 2'-8" T-10" 5'-0" T-10" T-0" FOR ATTACHMENTS" A MOD 25 SH MOD 25 SH ( 39" x 59") ( 39" x 59" ) ■ ■ EGRESS EGRESS 00 OWNER'S BEDROOM 8'-0" FLAT CLG. ;� CARPET CV o0 ED 17-8" zo T-0" 4'-4" 64" R&S M.C. PW01 i - - - - - - 22"x36" O. ATH O D1 I _ _ ATTIC 8'-0" LATCLG. I W i � ACCESS CARPET TYP. ca '_0" FLAT C(O. `� 00 00 II CARPETI 04 / 01 I �----- --- R&S 5 2868 O PW01 6 D 1 60 00 7 I co 8 00 7' TYP. 9 AH N `h " 36" 10 SF OWER P to 11 RI A 3'-8" 3,4„ 4'4" -1 LO LL 13 --I w 14 w `° I to w o0 15 0- Q W 00 16 ' � 0 Q L FT N o� 17 8'-0' FLAT CLG. 18 UP IICARPET u 1/2 WALL 0 CAPPED ba - CV 9'-6" 1'-10" '4' a Q �0 7�a 266 TH 2 O .0" LAT CLG. C RPET M.PF C. WIC N r16 8'4" FLAT CLG. 0 � CARPET I IU zo I� BEDROOM 2 8'-0" FLAT CLG. " ---- -----J R&S CARPET - G.T. ■ 1 00 EO Ln in ©MOD 25 SH (39"x59") EGRESS 3'-10" T-10" 3'-8" 7'4" 4'-0" 0010 1 V-4" 7'-0" 18'-4" 2nd FLOOR PLAN - UNIT-B 1516 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 0 SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 112" Gyp. Ed. 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. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N o® a d� 0 ac o C R U N rn cc c N t N "C O f0 N 7G d d •�o�a d J 3 fC In d d J = ab ra r av o 0- J 0 •'. `.`, .:. rare/!ar vd + V ;�.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M U cE N N fT Qc7 N r 0cc 00 V% �cov 25 # � a C _I 2 U. CotLLL S5 � a a �c -. Z m c o aWE 7 (V Y W N�pjO� m w '�•`.'3 Z '00 � co Z Q J r: N M 0 O U i . Z U N W ❑ a o g O ON z o � Q 2 N a V) z dJ U' 0 C� w U 0 �v! :D C11- N N-, U w , g U 'o ai a Q OD 0 N O f r� co CM ¢ z M z z LL- Zo >� Q � of <o z0 E Zoa nl E. UO Z F_ - 0 O CL ¢ E . Oa= � O E ao o03 woww i <z mp no Z �Q O¢ z N� <w v) J a ° z aNi 3 a go W wLL a Q 3 �w NLLw = 0 Oza 3 3 ¢ 'o Illlllllllll� J o w o a 1 C l c 2f U) >� N I- C0 T E VJ cfl CD T T � CD a- Y Its? 0 00 T m O O Oo E CD CD �� O LO Cn LO C9 M 00 r N .T 00 O E c Z ccZ E 0 of E N `m E c a U � Q p � JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 4 2nd FLOOR PLAN - UNIT-B 1516 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 0 SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 112" Gyp. Ed. 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. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N o® a d� 0 ac o C R U N rn cc c N t N "C O f0 N 7G d d •�o�a d J 3 fC In d d J = ab ra r av o 0- J 0 •'. `.`, .:. rare/!ar vd + V ;�.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M U cE N N fT Qc7 N r 0cc 00 V% �cov 25 # � a C _I 2 U. CotLLL S5 � a a �c -. Z m c o aWE 7 (V Y W N�pjO� m w '�•`.'3 Z '00 � co Z Q J r: N M 0 O U i . Z U N W ❑ a o g O ON z o � Q 2 N a V) z dJ U' 0 C� w U 0 �v! :D C11- N N-, U w , g U 'o ai a Q OD 0 N O f r� co CM ¢ z M z z LL- Zo >� Q � of <o z0 E Zoa nl E. UO Z F_ - 0 O CL ¢ E . Oa= � O E ao o03 woww i <z mp no Z �Q O¢ z N� <w v) J a ° z aNi 3 a go W wLL a Q 3 �w NLLw = 0 Oza 3 3 ¢ 'o Illlllllllll� J o w o a 1 C l c 2f U) >� N I- C0 T E VJ cfl CD T T � CD a- Y Its? 0 00 T m O O Oo E CD CD �� O LO Cn LO C9 M 00 r N .T 00 O E c Z ccZ E 0 of E N `m E c a U � Q p � JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 4 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 112" Gyp. Ed. 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. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N o® a d� 0 ac o C R U N rn cc c N t N "C O f0 N 7G d d •�o�a d J 3 fC In d d J = ab ra r av o 0- J 0 •'. `.`, .:. rare/!ar vd + V ;�.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M U cE N N fT Qc7 N r 0cc 00 V% �cov 25 # � a C _I 2 U. CotLLL S5 � a a �c -. Z m c o aWE 7 (V Y W N�pjO� m w '�•`.'3 Z '00 � co Z Q J r: N M 0 O U i . Z U N W ❑ a o g O ON z o � Q 2 N a V) z dJ U' 0 C� w U 0 �v! :D C11- N N-, U w , g U 'o ai a Q OD 0 N O f r� co CM ¢ z M z z LL- Zo >� Q � of <o z0 E Zoa nl E. UO Z F_ - 0 O CL ¢ E . Oa= � O E ao o03 woww i <z mp no Z �Q O¢ z N� <w v) J a ° z aNi 3 a go W wLL a Q 3 �w NLLw = 0 Oza 3 3 ¢ 'o Illlllllllll� J o w o a 1 C l c 2f U) >� N I- C0 T E VJ cfl CD T T � CD a- Y Its? 0 00 T m O O Oo E CD CD �� O LO Cn LO C9 M 00 r N .T 00 O E c Z ccZ E 0 of E N `m E c a U � Q p � JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 4 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N o® a d� 0 ac o C R U N rn cc c N t N "C O f0 N 7G d d •�o�a d J 3 fC In d d J = ab ra r av o 0- J 0 •'. `.`, .:. rare/!ar vd + V ;�.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M U cE N N fT Qc7 N r 0cc 00 V% �cov 25 # � a C _I 2 U. CotLLL S5 � a a �c -. Z m c o aWE 7 (V Y W N�pjO� m w '�•`.'3 Z '00 � co Z Q J r: N M 0 O U i . Z U N W ❑ a o g O ON z o � Q 2 N a V) z dJ U' 0 C� w U 0 �v! :D C11- N N-, U w , g U 'o ai a Q OD 0 N O f r� co CM ¢ z M z z LL- Zo >� Q � of <o z0 E Zoa nl E. UO Z F_ - 0 O CL ¢ E . Oa= � O E ao o03 woww i <z mp no Z �Q O¢ z N� <w v) J a ° z aNi 3 a go W wLL a Q 3 �w NLLw = 0 Oza 3 3 ¢ 'o Illlllllllll� J o w o a 1 C l c 2f U) >� N I- C0 T E VJ cfl CD T T � CD a- Y Its? 0 00 T m O O Oo E CD CD �� O LO Cn LO C9 M 00 r N .T 00 O E c Z ccZ E 0 of E N `m E c a U � Q p � JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 4 _ , t„ w v or 1 t i 0 STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 1 U-8 3/4" TOTAL RUN = 14'-2" ti01 CD OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ — — — — — — — — -- -- \ \ 13 �� 11 i10 9 \ 8 7 6 6 2x STRINGERS 14' 4 M 00 FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20X381 18}X371 S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20 X 72 184 X 71 } S.H. 1H2 271/4X26 26X25J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 a X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 7' X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 52 4 X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 # X 62 J S.H. 36 54 X 72 52 J X 71 1 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. \ \\ W \ U Z ,,,—CONT. Cr HANDRAIL a f TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 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 v it U F. FL. I DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2}- 1/4"x 3 1/2" 3"FROM EA. END. c.AND HANDRAIL DETAIL SCALE: 3" =1'-0" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. E C c u VERIFY AC PAD LOCATION OF A/C PAD HB 1 ant^ RFV 1n_120 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-01, 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. ----------------- OUTDOOR LIVING b 9'-4" CLG. A.F.F. o CONCRETE in -0" 16'-8" W. 6'-8" T-10" T-10" 2'-8" ~ 6068 SGD ■ ■ oo 2 ® ® 5-SH co 0 © REF I 2468 BF °? I 00 ED I m 8'-3" T-2" 6'_7" 01 o I 0 DINING N KITCHEN w N 9'-4" FLAT CLG. I to 9'-4" FLAT CLG. 0 TILE TILE < I 0o I SI NK w/ I o? iD D/W DISPOSAL I CO L -- —, I O O r---J L__ —J FLRG. LINE -------- — 1Z tic 2x8 WALL 8'-4" 6'-0" T-8" Ill o 16" CNTR. AT 42" in r ;n A.F.F. 1/2 WALL Z CAPPED iD 1 r II UP 2rqA 00 `� I 3 M GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET o0 14'-0" _ 7 00 Zo 0 9 PW01 D1 10 _ GG ZD 11 TYP. S3 12 2x6 WALL LO T-0" 2'-8" 4'-4"LID o F 60 — — — 00 CD *NO UPLIFT* PW01 FLRG. LINE Q Z 00 D1 S4 °° r Y V I� ' N N oa H1 11 TILE TYP. FOYER N I � ° 9'-4" FLAT CLG. 2868 TILE CID —7 CO 00 �- EDGE OF SLAB 2" op tD 9'-4" BEYOND WALL T.O.M. 7'-4" O 2 6 M 3068 BUILDER TO PROVIDE APPLIANCE A PROTECTION o WHEN F0 REQUIRED PER - 2'-0" 4'-8" FBC I 1-CAR GARAGE 9'-4" FLA CLG. ENTRY CONCRETE 00 9'-4" CLG. A.F.F. o cq rn CONCRETE in N 0 — — — — — — — — — — — — — — — -- 10 I I q0 I I oo I I I I - M O° 0 O0 I TYP. I @ I I 0 c0 I GARAGE I I I K I ■ S4 00 I I v C\r CV CV ■ ® SZV7' (,.aPAr;l= nnnR O V-8" -8" 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y4"=V-0" 91 • WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH " WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS — 2ND FLOOR PLAN UNIT-C 1624 SCALE: )/4"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" ® / -32.2 © +29.7 -39.7+29.7 ©OOGE +28.3 / -30.8O+28.3 -37.0 +26 .6/-29.1 +26.6 -33.5 SEE SN SHEET OSEE 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 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 I:::::::::1 . • . • MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N aia p l`__ > W p O =- r c C v N — �co yc cLA-a N cc C= N L N L N y G CO 3= d o EE Q u ' CC 3 Ca � d i C cm d � „ N =- C ) i (C 4. U 0 C ,r Y�I. .....``'•.ice `\\ 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. r W N ,' W rv' 0 E M a_8 M o V �% Co N N W Co Lo H (n r -0 »t- N M o 3 a• W C J ll W c u- w a Z — m -o a 4 c v L @ O O cc N V1 O W tq�pjO' m w Z Z IN < M N < Q� O �Z/ O 0 U) :. W ❑ ❑ - 2! o g z z � EU) z o � n n M U c C3 0 QA 0 w o V) �tl1 in U W J � s — 8 U o' Cn 33 • —0 o M JZ M ¢ 0, Z < o E o w zo QR Z® oa E CJ �o U0 Z O E N p< az wo az ¢w � ¢ L 6 Cn � o ZQ O U m 0 O Ott Z Z J y m Z fN N > > E O O p- w a z W U az= w z3 �' o w` 'O a CID z< 0°� c N T > MCI. rn 0 E r (O o r c M �� s 00 � m O 60 O T N CN L0 �— 4-1O N M O LOCD M LO 00 N m T - 0 Z Z v; E O a- E 'o «� U J Q c � JOB NO : 22-09500-09493 SCALE : AS NOTED SHEET NO. 5 1st FLOOR BUILDING PLAN SCALE: 3/6"=1'-0" CV N CO CN c 0 N O -L V O C <O U N — 00 o ,.c G L� n- N Cz O • en -0 N L y N O fd N yN E '� E L c f9 y N O � C O 7 — � N t3. !_ E ca O d J O -C•� " :4crr: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. _. W Q v E 0 0 N F: Oo p vi W Q Cl) ' C J W W Ju - L� EL_ W _ O h Y O 0 'm N O _Z 11LW Lp M Z a N OU a 00 Z U rn W El El z M o z 10 N Q Q � Q � d � r N M z o u- a--+ (a N w � U � 0 N' w o N A ^ C F E 20 U p N N _ N 0 O CO Cl)z W Z �� J O Z < LL- Q 0 Q za �g oLL Zo ¢� z® F— �� O �¢ a OZ z Z C N N ~L z wo Qo d ww r1, Wg rp cn � z �y m o o� Zz z _ � (!J J �,o ¢ o� z O ¢U ca. op W U wLLZ, �o op 3 O O <a �o I CD v zl< 03 C 0 r > d' 0 m N CD GC:) T tf L6 T co r O a. CD C �[7 Y 0 00 v m O / E V J CD O N O T T \ ,V^J L J 00 ` 0/� W OO T N m Q O Z Z :3 E 0 ii Nca c U d -i Q p JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 6 i I I I - LLB 1' I' I -L-- 11 1 1 — — I I L--- - 'I - ir- I[ I q I - I- - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - ---- - - - - - - - - - - - - - - -- - I 2nd FLOOR BUILDING PLAN SCALE: 3/1'=V-0" t�i LW 0 C11) LL- CL) -CM Ln a E cc al- v C 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. W 'IT E CD C') C' CD 0 00 00 Lj ILL IL 13 Lu 0- C> r- 0 '5 -Fa 04 W :E P-0 c' W Z LL0 U) M . 04 < L, C� Z r Co 0 N 0 (-) < < of 0 z 0 C.) 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C 0 > 7ui cc C114 C-C> "r— E c6 (0 r- CD C-;j a- c.6 C*-> LC> 00 C avo E CD C`4 CD Cq =3 CD -- Lr) <00 00 (D E C) M z :3 E E 0 0 'D -j < Q JOB NO: 22-09500-09493 SCALE : AS NOTED_ SHEET NO. 7 I _ 1 11 _ 1 1 1_ 1, 11 11111I11 ' 1 _1 2 a B KEYSTONE DETAIL SCALE: 1 /2"=1'-0" A WATER TABLE DETAIL SCALE: 1 /2"=1'-0" 12 4.0F_ 12 - 14.0 20" LOUVER 001 ----------------�---- W/4"TRIM ------ - mom 00 0 ®� U momjd+j J11HIU1101 101 mom © © `° Z - Z M MOD 25 SH MOD 25 SH - 9 - MOD 25 SH MOD 25 SH � - MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH TEXTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH 16"BAND N -- -- ------ --- --6"BAN N------------------------------------------------------- -16"BAND -- - - - - - - - - - - - - - - - - - --- 16"BAND 16" BAND - - - F.FL ------ --- ------------------ ----- -- - - -- -- -- - - T1------------------ TEXTURED FINISH � -- - - - - - - - - - - - - - - - -- --------------- ---------- - - - - - -- ------- --------------------------------- - - - - - - - - - - - - - - - - nTEXTURED FINISH s UNIT A 12 4.01 DF7:1C ElL]�71E lL]7_1❑ 01►1hi? mom �❑ � DOCC I DOOR 1 7 GARAGE DOOR - UNIT JVER 20' LOUVER RL piiv� 4�_ M INEI , OMNI on VINYL O FOAM SHUTTERS (TYP.) - `. 20" LOUVER -------------- - - - - - - - - - — aP!/4.-TR+M ------ - -- T.O.P. 7 1 111 7=1 101 0 RD ❑❑� �j j❑D71CI I1-1❑❑ � ❑COCi 1711l�E:1 C� � IDDE:1L] I�� ❑CCU❑ �J��I-J �I�ii o o[7111��� uEl [:1E:10� 8 DOOR 3068 DOOR 'x7' GARAGE DOOR 'xT GARA E DOOR 3068 DOOR 3068 DOOR - 8'x7' GARAGE DOOR A /UNIT 9 1 C I UNIT C UNIT C UNIT I UNIT FRONT ELEVATION SCALE: 3/16" = 1'-0" 12 __74.0 T.O.P. �,_ �, - A �T - HDR. - - - ---- ------------------- _ _ T.O.P. ------------------------ ------------------------------------------ HDR 60 O CD CD - Z MOD25SH MOD25SH MOD MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH p Z_ F.FL N --- �- -- -- -- -- -- -_ -- -- ---- --- -- -- + -- -- -- - -- -I- -- -- -- -- -- -- -- -- -- -- -- -- - - +-- N F.FL T.O.M. _ - - - _ T.O.M TEXTURED F-7 TEXTURED TEXTURED FINIS FINISH FINISH I I ---- F.FL - _ F.FL — — — — --------------- -------------------------— — — — — — — — — — ---------- --------8�A/16'-1Q-- 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT UNIT I UNIT UNIT I UNIT UNIT 6068 SGD UNIT B 6068 SGD REAR ELEVATION SCALE: 3/16" = 1'-0" Q n� 0 a) LU O L O �j Cal. C- O C M U M p X 0- N O N -M d C fC 4 E c > t C O o Q G) iv 3 3 CU U y � C p C E O O /1 U L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W o E O M t O yO� 7 1n N (gyp # Q N S J CJ Y! 52 LL W J LL � a sa a Sc Y O = IP_ O °' m W ILW Cl)°' M z N O U U O z N M o g z . N z � � Q J E3 - r N M N z CD Q) `o u 4 N o U a O C N d Q O �Q o to W M M J z Z E L.L c E CQ_ O OZ ry Q O ZCU z C O O � g� �¢ z OU o¢ d z L w it (a Cx 6 O m O Ott C J U nm QZ � N < b Z Z. CL d N W W U 3 ap �G oz J =3 o>Oa CID V za o3 c 7 >Mt cc V J T E Z6 ICU CD r CD n Lf� r� C: m0 0 00 E O CN CD CD ,_. CD M Q (fl LO CO 0000 r E E o Z Z O N y `m c d CU U Q c JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 8 FIBERGLASS SHINGLES 1 �2 4.0 — — — — — — — — — — — — — — — — — — 9 TEXTURED 13 SH FINISH 13 SH ------ — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 16"BAND--,,-----I---.— ----------------------- --- TEXTURED o FINISH o 00l 35 SH T o _ 00 0 2n CLG A- v 25 SH 25 SH T.O.M. HDR. 0 o 60 �o — — _ 2nd F.FL. — — — — CLG. HGT. — _ T.O.M. AT GAR. 8" FRIEZE BAND 60 by � v 0 — F.FL. LEFT ELEVATION SCALE: 3/16" = 1'-0" RIGHT ELEVATION SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved (lashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. I Coastal Flashinas All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N N 0 o d� > W C.1 6 M ® C fD U N -o m rc in co o d � u 3 dd n L Ql cv .t= N C c7 p C3— u Q C ; To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W O 0O :ty Q O M p N s N 0.1 o O co � ' v! co -... N M V It Q CU J w -� - (0 L1. LL , d J W Z_ — a m C °' o ="a W o '� o g °' rn < W - w f. � co Z Q M 0 IL N J < X 0 0 O U r Z 0 U) z z N M S 0 < MID Q � Q J WM z �Ln w U O w o N C N to U W J U Of I 14 o w CM cop - Z 4 LL o E a E zo o� wz >� < o Z® oa uCU M X OU D OU ZCL O �Q a� aZ wz N I— o ao ¢ ru � � m� o ZU)�xoZ J >z N N a Z 2 Q 2< g� a �Z W U a� J o wa �° a v �< ° c o T >� rn N C� c� c6 co T— p r � m o _� 00 E t— CN N Lf7 h-- a--+ c 0 in Q (� L0 00 6 00 ; 00 E '= iri z t0 z � E 0cc m 0-0 �° Q JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 9 �•� —�—� �.�..�.al.u.u�.aau •�•� u r �■IIIIIIII�I ���1�11■1l���■11■liil ��Illr■{ GA FILE NO. ASW 0810 PROPRIETARY* I 2 HOUR 65 to 69 STC L FIRE SOUND 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 pairs of gypsum panels. (NLB) A 314" minimum air space must be maintained between steel components and __ - - - - - - adjacent framing (as indicated by dashed lines in sketch). As an alternate to an air space, the steel components are covered with 6" wide battens of 1/2" type X gypsum wallboard or full sheets of 1/2' type X gypsum wallboard screw attached to the steel components. - - - - - - \ Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 3-1/2" glass fiber in stud space on both sides.. Height limitation 68 feet. -- PROPRIETARY GYPSUM PANEL PRODUCT Thiess: 3-1Z (Fire) 11-314" (Sound) Georgia-Pacific Gypsum LLC........................... _..._ .. 1" DensGlass(E, Shaftliner Approx Weight: 9.5 psf Freest WHI495-1290, 11.15-94: ITS Design GPlWA 120-04; WHI495-1295, 3-15-95; WHI 495-0743 & 0744, 1-28 & 30-86; ITS 3160814COQ-002, 8-30-08; UL R2717, 04NK03115, 8-18-04, UL Design U373 Sound Test: RAL TL10-291, 8-31-10 NON -VENTED SOFFIT Kinkl 1/CAITCI'1 CnCCIT KIOKI-vGnlTGn Qr)PPIT 111V 11-V L114 I L.✓ VVI I I I Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) JVFFI I EXTEND THE (2) LAYERS OF 1" THICK USG GYP. — — — WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN PROFILE OF ROOF TRUSS TOP OF PLATE BEYOND FIRE CAULK EDGES AT EACH SIDE ROOF SHEATHING TYP. 2x6 SUB -FASCIA TYPE "S" MORTAR • (TYP.) DBL. 1x PT NAILER 1/2" GYP. WB. 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 1 Hour Separation Wall 2 Hour Fire Resistant Soffit — SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. kink) \/CAITEn OACCIT surd I ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 11300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper Ventilators SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation I needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 0.0 276.0 (Zone 1) Main Floor 0.0 2.0 (Zone 2) 886 851 122 ' 425 30 213 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 3) 1012 972 139 486 35 243 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 4) 1008 968 138 484 35 242 276.0 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. NON -VENTED SOFFIT I\VI\ V 1_I1 I VV WWI I I I NON -VENTED SOFFIT INFORMATION ON FIRE BLOCKING @ EAVE P NON -VENTED SOFFIT 0 N N 0 r c o -o �►• ar =o p `- �' ca. . o rC f> CV w ca o CQ fl N O cc 4 � N � ar o a s c al F »' c cc v al a� ca c E ry o a o %i/�ljftl.terllS��i+ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E Q o V Q N W m ID r- " co Lo d) Q r J a)co 3 C. J 111 L Z 4 J f0 �C O 7 N N p 1- rn W = U5 m za N OU U O z a W ❑ ❑ CD z N M O O CID Z < Q Q � Q n U o Qjl LLJ � U 0 L U V) � v7 U w J _ .,.. — E I U p y I-- U) Y .0- 0 _ - I� W z co z ¢ o z J LL a u O w wz ao z® od Z (Ly O E N o X U �QoX a z U p l o a z � ¢o wf m Nt Cy z O Z2 z rU J wm cam aw /� to a oa zz go w a W ) o� 3 O �V a= �Ia o 3 C o T rn > di rn N r Ccc Gil V/ T 1 � c6 c e_ O M Lf7 o 00 �- ca 0 Oro O � CN Lf o CD CO 1 � Ln t'p CO r N E z. c O Z m Z � E 0 rri N m cco n E U _J v Q p c c J JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 10 SYMETRICAL LOW ROOF / FLOOR FRAMING PLAN SCALE: Y4"=V-0" PROVIDE HUS26 HANGER @ EACH TRUSS TYP. TO LEDGER UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 wl (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2'. MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN, EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d 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 1 590 1 555 1 12-10d x 1 112" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. (A) OR 2 PLY ;ARRIER t 2 PLY CARRIER (A) x CONT LEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 49.57 -49.57 49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 1 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 (24/6) or 1y32' EXP. 1 (33/16) TILE: 'Y32' EXP. 1 (33�16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] o CCJ� c w r a o y U N V f6 N L o 5 cz L' (a dy 17 V d t ,L, co 3 Q c E Cz o V 4Z- `o N tt To the best of the Engineer's knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. - to ......_ _.. W a v E 0 8 N_ 00 04 0 J Q �Mv 3 va W C J w W Z _j d _ W — a C NU) O Z w . 2� o N ow �Y Zro LLW J N Z M Z N O U 6 0 W ❑ ❑ 0 12 m z � Q J N N M z A4—J G C7 0 w m ° V Ow S y N U) iJ w S = w � C) o m ° c U) �Q Q N 0 I� r` o C.0 w CM'M J m o h z z � a. C) E ou sF W o a o z® oa Q U U OU o w a wz Q) L Q O m E (d U.)C U O O¢ z Qi J y m Q W to < ° z zo U N Q� O ¢ W 3 oLL _ w 3 (7 IIIIIIIIIIIII C:)_ <r xO zla < 0 3 •2 T— >� m N I— C� � rn E M o CD L" 0 Co 0 0�0 E O CD CN Lf� rn OI T ai Q (0 — LA-) OO 0000 r m Q o Z Z j E o n E U _j Q JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 11 ROOF FRAMING PLAN SCALE: %4"=V-0" SYMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTS TO CMU & (8) 10dx1 1/2 NAILS :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" S2 #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S3 :USP RFUS (2) (12) WS3 W/ (4) 3/4"x6" WEDGE BOLTS S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF 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 RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ 0—SINKER LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 Wl 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 (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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 va STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CONT LEDGER Co vviv YL CN , r"I C11 t NO El El 13 Cz 4-1 W ID ) r-Lr�l CD > SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 35.94 49.57 -49.57 -49.57 10 e GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE! NAILING ZONES (SHINGLE AND TILE): 2r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O O SHINGLE:'/s" EXP. 1 (2Yr,) or l%2" EXP. 1 (3�6) r TILE: 75/32" EXP. 1 (3�s) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" 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 a=4ft RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF > 20 TO 45 DEG. @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. N - N c 7 W r o a o 0 CDc caoc,N N m o a> 3 a y ar •� E L c d I " ' 11,,II111 11_r ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (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 FF w P WEATHERPROOF DUPLEX OUTLET G.GROUND FAULT INTERRUPTER DUPLEX OUTLET F.I. HALF -SWITCHED DUPLEX OUTLET f. SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Awo 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 �]M ELECTRIC METER ELECTRIC PANEL i DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN � J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR 3" VTR AIL AIL I I I I I I I I I OPT. LAV LAV HANSON I BOX I I I 3„ I I W/C LAV -T 3" SHOWER TUB/ W/C SHOWER \ 2n STUDOR F� Q Y DEL SINK VENT LL WI DISP. LAV I W/C z" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -A- (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA1 200 AMP TER MA N 1 0-200 A P ,,rSerial Cable NEMA 3R Power Co. Feed #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart typical 150-200 Amp Electrical Riser Diagram TOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. O ------------------------- OUTDOOR LIVING INSTALL LIGHT �\���� ROUGH -IN FOR OPT. <�jr\ > FAN/LIGHT WP GFI DINING �\ I KITCHEN 1 GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,>ROUGH -IN\ FOR OPT. FAN/LIGHT 1 I I 1 / FOYER I�,-- ' P —E I I I DB ENtRY WID0- LIGHT AS 0 GFI& PER SPECS DB&GFI TO - BE ALIGNED VERTICALLY / I I I I I GEL-j C.M 1 UPSTAIRS t !3�F%Ixj GFI @ 44" \ w.H. A.F.F. ' \ 0 I GARAGE I I GARAGE LIGHT AS TER SPECS GARAGE O DOOR GFI --------------- I I J I I I�uj Z I I� Q IQ d I I IQ Q I I-j V I I I>- ILL U I I IW I J I> LU I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT —A 1532 SCALE: Y4'=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS F— OWNER'S BEDROOM /,>ROUGH -IN f FOR OPT. XV /fi>FAN/LIGHT \ \ I S.D. O. BATH WIP. BATH 2 r.7 WIC I I I I L 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. -----------t I W/P -WIC ----------- Al \ I ` I �\ LOFTI'J C.M \ S.D � I I 1 /,>ROUGH -IN 'Vfi FOR OPT. < \�> FAN/LIGHT \BEDROOM 2 2ND ELECTRICAL —UNIT—A 1532 SCALE: Y4'=1'-0" N co r � 0 � W O a C— o cc o N _0 N t N d G 3 of � � C z : cc 3 '- � c � c E � o a o CV CV 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. W CD E O N 8 C 0 .3 N Co( u_� 2i LdYNJumLL LL 13 (L Co o .N� IXJ Z IL W mt Z ¢ M - N J O ZO U U W ❑ ❑ V M � Z N O o 0 Z oa0o N in MEE Q o Q Q r N q) V O 4 O V) o) we U � � d Uo °y c U) � Q Y e �Q N Of o M J ,w o 3 'Z a E LL- � o V po � � Z® o a U W0aa ZO oO aw aC N� o Q wz n3 Z .Q D 0 OZ Z Cn v V �m aw J < z op Z s° wLL W U a Jw o w pO a oQ �� 0 o T >cc m N co E c6 r IT— MII+ nc Y 0 00 = m �O ono E r*1 N CN O N dTT7 CD T V! < r 00 00 O�0 E E O o Z C z E O JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 13 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;O P.®D EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) [BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) F a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT AM ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH C`!'2 G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I r��'/ j I I I I I I I LAV 1\ � I L TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I I OPT. LAV I T� SON I I v W/C SHOWER ` '\na F STUDOR F� R. VTI DBL SINK EN lj W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -B- (1516) SQ. FT. AT 3 WATTS / SQ. F.T. 1505 S.F. 4515 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10515 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33575 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9430 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31734 LOAD WATTS --- 240 VOLTS I 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 1TER MA N 10 200 A P Serial Cable NEMA 3R Power Co. Feed 11 I -----T— #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. DISCONNECT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS OUTDOOR LIVING �%I �> INSTALL LIGHT �Jlfi� ROUGH -IN / - FOR OPT. GFI i AN/LIGHT AT% GFI I DINING I I I I I I L_SEI� N I UPSTAIRS F ( KITCHEN a I GF � \ L— GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK / / GREAT ROOM ROUGH -IN<,\ /,ol> FOR OPT. f ' FAN/LIGHT J ``'> 1 1 I I W.H. / O / ' A. I \ GARAGE1 I GARAGE LIGHT AS / PER SPECS GARAGE DOOR GFI --------------- I I I Ij I I ZIW �IQ I QIIL I _j IU >_ I I I� Uf Uj > Iwl COACH LIGHTS OR PREWIRE AS PER SPECS DB -0WP ly ENT @GFI LIGHT PER SPE I I 1 2 H DB & GFI TO BE ALIGNED VERTICALLY 1ST ELECTRICAL - UNIT-B 1516 SCALE: y4'=V-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-B 1516 SCALE: y4'=1'-0" N 0 N 00 v o � W ✓ O tea cUN m X N L G d y C m d d a U d 7 O C f T 'ate �E ca O a CV N 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r. Q E o C', � o C N_ 0 N 13 &mom 3 # u J LL LL a w Z -V a co 1_2 W W _ LL YYo o 0 (n m N W < O U ¢ L) ❑U a Z N cQD o Z O Q Q� Wv) v z o i:, a 4_j cn 0 V) /�''�' o c N y J � V r- U W A E gl.._... U i; °0 c CD Y Q • �O N I� O M CO < o ¢ w Z G L Erucc g p ¢U N�zw °o ZF—Q O E 10. ¢M¢o� ao 0 �oZa i <� mo Z CU J Nm Zr I N a �Z W a`ni 3 a U op 3° a mZ a° 3 Mj o O �J a 0la ou 3 c •° T N >� T ci � c� C T <6 T V J T I� T _ CD CDCN +�� I.L Cfl o C m OO 00 T E OCD � CD CN Gi L Q C6 o LO 09 CD Eo 3 Q z z E U J Q J JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 14 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PP 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 ]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I HANSON I I BOX I I --� — I I u W/C LAV i\ -1 1 3" SHOWER ti TUB/ W/C SHOWER WA& 3" VTR AIL I I I I I I OPT. LAV LAV I I „ end F FAR STUDOR VENTT LTJ DBL SINK W/ DISP. W/C ,A" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -C- (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 list 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center P \- NEMA 1 200 AMP TER MA N 1�0-200 AIV(P I IT, -Serial Cable NEM 3R Power Co. Feed --, I J I_ ir— #4 Solid COPPER Ground 3" Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. / l�/T FAN/LIGHT i `� �' WP GFI I� 1 DINING KITCHEN ) FI O GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT. FAN/LIGHT' I 1 / 0w 0 \�1�1UJ ?gym W DISCONNECT WK DEDICATED 0*4 "M • • ►� 14 ..• - • .WA y RAHOOD PSPECS ER I I I I I I rCzE1_� C.M 1 UPSTAIRS � FI 44" LW-H A.F.F. ' ` 0 I \ 1 I I I GARAGE I \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r- — — I — — — — — — — — — — —-- I I I J I I 10 Z I I�z Q IQ I I I0 Q I IJ U I L U I IW LU I - 5 w COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT-C 1624 SCALE: Ya"=V-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-C 1624 SCALE: Y4'=V-0" N U o L Q C1� = n v N v_o cv c� Q N Y [r, V • � fd a� �o N co 0 Ij d o N N 0 co 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. f- v v T ' A(� ,- 0 O N 0) 0 o c m r �LO�CC) N y �r-- r� 2 N O 2 LL ` I11 rp W L.L d J a Z m e U) Y°O 3 W 7 �_Y �`\' O Y - W Z LL� m w " � MZ a N J Z O U J O .a., v: W ❑ ❑ V M � Z N 0 o g z N z o � J N Q13 N z o 4 LL ° U 0 - N C wra t!1 U) w ® � Y U o H Cn Y Q 2 • —Q t� � w M co z ¢ z E ao aR d O z® z <- O1 oa 0 OU Za¢ o 0� wZ N � < p 0 aw ro Cn <z < mo f C � �m o Z Z Q) J ¢ ° <<w z to N o§ g° C' wLL a w W v <o = CDaQ Jw ;o a zla o � >� iv rn N � Ccc cC> c-6 T t\ _ CD T \V O Itn o 00 m CD 00 E O . - N 04 LO CDN CD QLO (� 00 Op 00 OO T E 'E o z E O Li Ch c a U Q p c JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 15 11 - ---. 1 1 11 1 _ 11 I ! - - - -- ------------------- OUTDOOR LIVING �� F1:11 ------------------- OUTDOOR LIVING ii OUTDOOR LIVING OUTDOOR LIVING .... ...... I I � I I I I I I DINING KITCHEN a KITCHEN DINING a KITCHEN I I I I I � I I I I I I I r I 110I l 0 0 r--� L__1 0 0 l � L--1 0 l I L--J ---J _ L--J GREAT ROOM GREAT ROOM GREAT ROOM — — — — — — — — — — — — — — — — — — — OUTDOOR LIVING I I I I I I I I DINING DINING KITCHEN rIIIII KITCH EN O -j O 0 L_J❑10 L__J GREAT ROOM AID Sell! 07) AIXAXI-ons - Lo\, Wo I A FOYER FOYER METER BANK (SEE ELEC. RISER _ W.H. W.H. DIAGRAM SHOWN \ \ O a ON UNIT ELECT. \ PLAN) 0EIS TRY -'-CAR GARAGE — 1-CAR-GARAGE- \ ■ ® -FNTRY PROVIDE A MIN. 12" VERTICAL \ SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES \ ------------ UNIT -A- UNIT-B- (1532) i i (1516) I I I I I I I I FOYER 0 1-CAR GARAGE ENTRY ENTRY ZA 0 ------------------- OUTDOOR LIVING ------------------- OUTDOOR LIVING I o I I I DINING KITCHEN I DINING 17 DINING El I I I I GREAT ROOM 1-CAR GARAGE N 1-CAR GARAGE 17v I I I UNIT -D- (1625) ■ I I I GREAT ROOM I I I I KITCHEN I I I I I GREAT ROOM I I I I ------------------- OUTDOOR LIVING KITCHEN DINING I I I I I 001 I J o%u ♦♦ :❖ ❖LIN MAN FOYER FOYER ,,i, .. r0lLa 5 0111 •,., .. I' • ❖. r•.� I11 II '' :i_:... _ 1�.��-----�I ,ii Oi• ilk______ ��•� .•.' •ii li.i=...�,�II` I_i------ -CAR 1 4j� P.::.•• NA ►�::011.0 -CAR4;.-1 i AR 0. :❖ :•:. - e•: . .,GARAGE- i ROVIDE A MIN. 12" VERTICAL - SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES ------------� r--� �- -----� -- j-------- - - - - — — — — — I I I I I I I I UNIT -D- I i UNIT -C- i I UNIT -B- I I UNIT -A- I ■ (1625) i i (1624) i (1516) i i (1532) I I I I I I I I I I■ ■ I I I I I I I I I I I I I I ELECTRICAL SERVICE PLAN SCALE: 3/16"=V-0" !V C"'I C__J C%_t 00 c 0 O W O_ O U G M C � V N -- -p ❑O >i N A O N N C N W O c0 Q N a� •y E o ya d� cU d +� > G CD cc 7 ' CL N E o ri `.' 0 CV CV O 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. _ .... ...... W Q v EE 'O N U V 0 O N _ 00(0 Co N � N 7 -, i - Q C J LL t_ ILL W 0_ .'•C W , U W _ L 0 :3 04 ��c ° m ILz w co ZN O0 L) < W El El O N ;_I_Oz Q � in r N z CD o � �,LL U 0 N w 0- C N =).2 J Jim Ua; ® ~ - E L.. C) JO y co d 0 Q 0 sm r` o CID w z M co J h O z Q � U_ E oo zo <� 14 o. w _® 1_ 6 2� 0° z o� O oz o� a N L woo ¢ w ¢w w E m cx z O oz z N J w t/� < " 2§ z z 5z az W � U w0 `1 az � w o w aQ 3 9 �o O CIO a = •0 T > d' ai rn C�11 C� V J T 1 � e— • Y O 1 M00 n Cfl �f7 �•�- Y C:) 00 T O u ) CD N M rn T LO 06 /� w OD T N .T. O Z ccQ Z E 0 ti cc @ O c a U J Q —� JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 16 10 O O o O 8F8-1B/1T 8F8-0B/1T O O O O O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 81F16-013/1T © O O O O 8RF6-0B/1 T , : O. 1 UvI O O O O O O 8F20-16/1T 81720-OB/1T 8F20-1B-2T O0 8F24-18/11T 8FF24-0B/1T O O U91 U91 ALTERNATE POWERS 1. 2. GENERAL INSTALLATION NOTES Provide full mortar head and bed joints. Shore filled lintels as required. STEEL LINTEL 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and TYPE DESIGNATION #5 REBAR AT TOP N. #5 REBAR AT TOP 6, longer with a nominal height of 8" meet or exceed U180. Bottom field added rebar to be located at the bottom of the lintel cavity. F = FILLED WITH MIN. (1) REO'D MIN. (1) REO'D 1-1/2" CLEAR 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. GROUT / U = UNFILLED 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete ° ° R = RECESSED CLEAR masonry units. O 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 QTY. OF #5 ° ° 11. Product Approvals: Miami Dade County, Florida o and 15. REBAR r� BOTTOM � 11. mason shall The exterior surface of lintels installed in exterior concrete masonry walls shall have concretewalls have c OF LINTEL CAVITY ° .M.U. w a coating of stucco applied in accordance with ASTM C-926 or other approved w w coating. � U U)C.M.u. 12 Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 8 F 16— B/ 1 T a ° o loads shoud be checked for combine loading with the following equation: N o ° ° = o w J Applied vertical load Applied horizontal load i + ° GROUT a 3. z Safe vertical load Safe horizontal load — I .0 t ° a LNOMINA L QUANTITY OF #5 REBAR AT ° ° 5 REBAR AT W Q IR WIDTH TOP BOTTOM OF LINTEL CAVITY ¢ U i- 0 w rn S #5 REBAR AT BOTTOM Z M Z NOMINAL o BOTTOM REINFORCING x MIN. (1) REQ'D a p 0 LL L—i:4-16 HEIGHT 1 PROVIDED IN LINTEL ~ 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) MATERIALS c precast lintels t psi. Rc prestressed lintels is = = 6000 psi. ONLY IF NOTED ON LINTEL PLAN §routed per ASTM C476 f'g = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. rhaximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. Foncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintels. 270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to 7/32 wire per ASTM A510. applying the cementitiuos coating. See contractor specifications 81ortar per ASTM C270 type M or S. r (D) nD ["'D) rD (D) rD rD 2ND FLOOR LINTEL PLAN_ LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION SYMETRICAL CE I (E I (E) (E I I nD O E O O O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN_ SCALE: 3/16"=1'-0" SYMETRICAL N m � r � W o L Cl) O C f0 C� Cy C3c c LA- n- N f0 O y O !v CO. Q N Y d da�CP E c � o Q y o u '3 is y ar t� C cm Ln c E o d U % V N�- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. _..:. W v EE a co 8 0 C) N r- 0010 N p ��,00 w - N cnrr; ° NO N 0 2s # Ji 3. C J Z l+J. W W V 5 1I1a� a V J W Z — 6 Y (- ca n ca o z t13Z — O N _� W ��pjO� w m ZLL � M Z Q J w O U < C) Z W ❑ ❑ o g z .0 N z o O n Q nN z 4—+ co w Ca W W o OLn uss L U H — E ^ S if.. L U 'o CL Q N rn �m r� cD Z< Z Cl) N o a � J � 2 0 > H Zo Q E OV Z® oa F- @ 2� 00 Z O E ON ¢Z a s O� a Z i wo a❑ ww n} i 0 m� 0 O Z U) Q% y of Qw Z fn ¢ oa Z go 0- a w W �' w 3 x� CO � a¢ �o a ozl¢ ° 3 0 r >� a� rn GD VJ T � �6 CID T O C6 L! o OO r m O OO E I� N U-)F— -+ CD o 0') � r Q 0000 T N O O Z cc Z � E Q �' c U c a -1 Q p � JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. L 1 ll_ 111m,111, i NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 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 BOTTOMEXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. T R 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BA IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4. 3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR ILL + ROOF LL TOTAL DL + FLOOR ILL + 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. 2„ 1 y" X„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION, 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. AL D FOR EXTERIOR APPLICATIONSHALL BE APA RATEDSTRUCTURAL L PLYWOOD USE 0 S 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 PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Cgqncrete overpolir and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 N OD > W o U O C.., _ m x C W d N cc O w o � 4 N Y Cu E � 3 � L d v W � u a� C3 � T In d C E Cc o a u �;,;•' ,i�:�.4°''rid N 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. -, 3k'' F Q O N S • V p N c o c R Co ._ as rA L0 z ik LL M , N 5 J Lei ti 52 u- d L O `= W 04CL o g 0 °. W IL Z °' m w N Z Q J ZO c) �d o8 W ❑ ❑ U Mm 1 z 0 0 z z o Q J U � o 4-1 U 0 N �N�r w o0 c l Fal10, U 6 w 1> U o ti cfl M �< o3 w Z � E o�® E w� aR 2g o° Z O E N p` ff z oa a z w o w Z cn C 3 o o� .0 g 4 W In J < ~°o< z Z <o W _� Q Uao w LL a N W 3 CD a= as po a co v OF. ° 3 r ;n >� CD m �-� N cD C� Z6 E r_ T CD cN nco '+ ;i C6 L[� r U 0 m 00 O or0 Ll� F=- CD CD O LO TCn V J r 00 (D 000 E w00 3 Q o z �0 z E 14 n E U _j Q 0 c JOB NO : 22-09500-09493 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH IV II II II III L I I{I II:. 1I x.II 1-- Q I { I 16GAxl-1\2" LONG (3/4%1" CROWN) L MAX-_ I I STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET I I I I STAPLES BETWEEN STUDS AS SHOWN METAL LATH ATTACHMENT DETAIL WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF l l HOME H C G GARAGE SIDE O 0 0 0. 5'-0" Q - c� STUB -OUT FOR 1'-0" 0 9 GAS METER O � ' o - U N oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood 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 2x _ + 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 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 Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack *Non over squash=20 blocks and v -stacking walls wall or beam below.* require additional vim' consideration. Check _ local building _J-1/16"� ` code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. <, Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. ED Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM U) I lil Q STD. 90° CONT. #5 BAR CONT. #5 HOOK i�BAR #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 CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D �—PLYWOOD FLOOR COLUMN ANDi y �� SHEATHING PER PLAN CONNECTION 1 I TJI TO BE CUT TO ALLOW FOR BLOCKINGlTJI A ---,'--MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule - - Joist Bearing Location _ Series Depth I, End Intermediate - 9-1/2" 2-8d 2-8d BCI 5000s® 11 7/8"' 2-8d 3-8d Clinch nails ✓' 14" 2-8d ~ 5-8d -' 9-1/2" 2-8d 2-8d when BCI 6000s® 11-7/8" 2-8d I 3-8d _ possible �• - ®' 14" 2-8d BCI 6500s — 5-8d — 2-8d .11 6-8d 7/8" 2 8d 3 8d / BCI 60s® , - J Tight fit 16 2 8d 6 8d 117/8 3-16d_ PIS 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14 - 5-16d _ 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing 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 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6 A 1Y2' ROUND HOLE MAY BE CUT ANYWHERE IN 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 1)/2" DO NOT CUT HOLES LARGER THAN 1Y2' ROUND IN CANTILEVERS. TO ELI Any 16" joist Span (ft) 8 1-0" T-1 V-2 1 2" 1'-3" 1-3" 1'-T' V-11" 2-4" 2'-9" 3'2' 3'-T' 12 1'4" T-1" 1' Z' 1' 2". T-3" T-9" 2'-4' 2'-11" 3'-T' 4'' 2 4'-9" 9A" 16 1'Z' V-1" 1'2' T-2" 1'-7' Z-6' 3'-Z' 3'-10" 4'-9' 5'-T' 6'-4" T2' 20 1'-0'" 1'-1" 1'2' 1' 2" 2'-0" 3'-0" 4'-0'" 4'-10" SAT' fi-11" 7'-11'" 8'-11" 24 i'-0" 1'-1" V-Z' V-3" 2-9- 3'-T' 4'-9 5-10" T2' 8'-1" 9-6' 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" 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 k' - \ \i'\ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1!4"-2" gap - - - 1 f - Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height - - requirements %/ 0.6 X Joist depth //. ° I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS T 5/8" � THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Oa " - x :�-4 MIMIDIMIMEI=iE SLEEVE THRU STEM-� ° SEE PLAN FOR--'°• ° . ; . FOUNDATION INFO a G' STEM FOUNDATION GRADE 0 REINF. SEE PLAN 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" e ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 100 d a d a „III-1 11-1 I —III —I e d o I�IIII FINISH GRADE �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PLUMBING LINE PVC OR SCH40 SLEEVE a —"--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0 CENTERED @ PIPE PENETRATION PLUMBING LINE c C d • as co Z c • . a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d a' a a -I j I; III —I a a I-1 I ° —, Ate— — 0 SEE FND. PLN. SIZE & REINF. N N O N a® C V_ 0 � � U O > W ayo L� 0 tJ G M C m C 1 N y m O 4 N Y a7 � �y E c oL ct L � C d m �E m n 0 121 r,I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q v E o = 00 S -_ ay _� CID °o W LO cl y Q C uh LL u_ W a ' j Clw IN 'ro N o W ���� .. Z co J , M Z Z N OU (D z53 N 0 Z Z n Q QN Q Q N z Q) � o a-1 Ow g C `V F— U LU J 5 ® = t 8 U o N Of m �0 �m r. o 'D w Z M coo J g Z L Z Q LL co E ZU Z o Z® E OV w oa �_ 00 �O ` U° 01 z zE 1zZino � c UZQZ ` O o� W Z z W A w0 a .) aLL w= 3 o J <� ;o a N T > d' iu rn Cfl a7 ~— E c6 r_ co "r Q Cb 0 00 T = m oro E N LO CD N LO M LO 00 ai >. 00 OO T o Z cc� z E O N EL E 0 � a o � � JOB NO : 22-09500-09493 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ PEI INTERVALS NOT EXCEEDING @16" O.C. W/ (2) �10'4',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 & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER a SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM DTI �I III I � I I—TI-TI=' D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I- a ACCORDANCE w/ TABLE I I�T III—. I7TH 1I I R905.2.6.1, FLORIDA BUILDING II-1�II— CODE 7TH EDITION (2020) 8„ RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH r���ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" z ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM T= 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE: EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CV r ° 1 0 o 6 MIL VAPOR M i r a _ 1 1 _ g BARRIER III p II °• I� N COMP. SOIL. ° (COMPACTED TO 95%I ( I I=TTi MODIFIED PROCTOR III I I" I I=1I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 0 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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 #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. I I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP I ASSUMED FINISHED Ili III r GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY z NOTE: *FOR BEARING WALL T W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ° a 'v GRADE 00 _ — — — — • (1) #5 REBAR w/ OPT. ' ITI=TI1=_= = 1Tf— =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT I BLOCK WALL BEYOND 14" 13" O.H.D. RECESS z O.H.D. RECESS _ : � r °• III=1 I k I M —III - I F� I '� .• 111=1 I T 00 jT 4„ Tr •�: �' I=1II. -III— I •�..'� . Tlk ° . III 17:1--fI .I I I I Ir �I I-f SEE A/S3 OR J/S6 —`_I I II I I I III I I I I II I F FOR REINF. INFO. 3" MIN. CLEARANCE 1',4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6-- -I I!I I I I III I III FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E V i iV i IV I iV 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 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ 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 1Y-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. V-0" (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 x 6 W1.4 x W1.4 INCLUDE THE WALL �� �� 6 x 6 W1.4 x W1.4 0 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS �/21 � WWF OR FIBERMESH ELEV. 4-3 1/2" 31/2"MIN. 31/2"MIN. A.F.F. O LL ID 0D ° • I �_� 1/2"(min.) T1/2"(min.)- 4„C)N 00 I II I I �— .11 I•31/2"(min)-4" 31/2"(min).- oo (2) #5 CONT. ---/ 4 U.N.O. TYPICAL BEARING WALL "SHEAR WALL" MIN. D SHEARWA SCALE: 3/4"=V-0" i ens 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY ,o MNN�o S coN FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR c� — — °V r ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 a FINISH GRADE 60 [GRADE 60 MIN. Fy= 60ksi] c•� — — 25"MIN. LAP [30" MIN. LAP] 'T=T>T I II - 6 MIL VAPOR BARRIER —� I I e ° _ _ °O 'T= #5 REINFORCING BAR R 1 7/8 —� I I I r I—ITi-f�ff—lTf-1Tf N z I ( I • M= I i TTf T � � 05 1 AP SPI IrF C a 7. COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM ) =1 I i11 T 1 Tit—ITI III —III—' 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 2 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT hi ° . a INTERIOR • ° n CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m E_ r N 1=1 11= 11= I 1=1 M 6 MIL VAPOR � I BARRIER — — �' I- '=1 I II IIIII 111- 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 ' WWF OR FIBERMESH ° ° K S3 TfT•i= _ �I-11�=1�1 �=11 �I (2) #5 CONT. 4 U.N.O. � TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" � S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM w END OF 2" x PLATE 0 W b U J 6 `� -I I —III I I m D W I�r11111i1111� I ° F/5 (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 N _ WWF OR FIBERMESH r, . ° II �31T,II1=1�ILI_ - 11 — , I , ,-.., (TYP.) 8" V-4„ 8„ 10„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=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. x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM IRV A I I —I I I I f5 N (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL.' — — - — ° ° a ° BEAM SIZE & N a .' I. CONNECTION INFO i zXa P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/—TI -I I T)�� ,-•�T� TI I —I I 1 SEE A/S3/J/S6 T ' — r—' 7n6' MIN 7/16" O.S.B. SHEATHING fi 8" D.S.B. ° z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE x COLUMNLOCATIONQ > SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD U)0 z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. SIZE VARIES PER PLAN M Q j w/ MIN. (2) #5 VERTICALS 00z GRADE > w FILLED SOLID (SEE PLAN FOR K• w SIZE AND REINFORCEMENT) 0 _1 o w Cn z_ � � W 0 w U BRICK PAVERS or SLAB PER o in `� _ • • • • _ z 0'-0" FIN. FLR. COMMUNITY SPECS " °'IX --� - - --- „� FOOTING � BEYOND ti • .' . PAD REINFORCEMENT—/3" MIN. CLEARANCE _. v°•y '� ;� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING tCD12 PATIO COLUMN FTG. DETAIL N SCALE: 314" = 7'-0" SCALE: N.T.S. S3 N N _ 00 -a �W oL 0 nr,o ctOo v C-4 - fl co x LJ- N f6 O N N O fo a s E-- d CD a 3 ;9 u as d a c E � o o. - A?b e• y 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 Engineer's signature and seal. r W E F o8 3 N C5 m :n 0 r" _ M rn r r4 �i # H �cnv w Q C LL J w LL a - w — o Z a L p Z W 02 m E W w J LLZ - NZ eLo w O Z U c� W ❑ ❑ U C z N M 0 z � N z � � Q N Nn z U o W 4--+ N u E _ = L L � U o N N e C a 0 Sm o Mn z Z M J a a LL Q E w� zp z " es �� w0 '0 O E �a az o� ° aZ Z N � wa ,� C/) C <� U ma z /) J mQw u� f� c� Z Z wa �z W U � � o << >o a T ;n > T 2 ai .6 r � CD r M 0— Y -200 m 60 E r N U-) OI Tco VJ 00 a; C* 00 r O 0 Z CC Z y 0 c a E 0 � ¢ o JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. S3 (MONO) l Hs F I, L 1 11 (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 DEADWOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 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 7 5/8" 8" 7 5/81, 8" SOLID AREAS ARE ❑ 7 5/81, 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK I - ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM SOLID AREAS ARE STEEL AND GROUT F LL 8 8 16 BLOCK 12 �(TYP) SEE ELEV. PLATE INTERIOR ❑ U x x HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12) 10d FACE OF BLOCK WALL IS 21/4" ❑ ❑ NAILS AT EACH STUD 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 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 t +} STUD W/ (3)10d NAILS CRICKET AS REQUIRED —� SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"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 BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER Ct DOOR OPENINGrw - DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED EXTERIOR ❑ ❑ COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT rA WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4 ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 112" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / ' 4 17 c 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IF NOTES: lD FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J > 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR 1011 GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR f 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 E 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" 71n 58" 41" 34" 1011 6 3/4" 3 1/2"- S�cFp�q%L N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON z: DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 4&,SPLICE STAGGERED J-BOLT TRACK BRACKET VVVI\ 11\llVl\ 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4 (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • 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. 00 SIMPSON HTT4 TYP. OA �R 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. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS �N V) . ' . Q, 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. L+A F= 2240 LBS �7�+ SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS j'RECESS / LINTEL SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 [TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U �za 2x TOP PLATE T � `n 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE AlS3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED Zo I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. 1&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING I I C 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 11 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED y STAGGERED TRANSOM FRAMING o o- - - - - A BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. N N co G � W O c z m X �LLa N CO G N .a N .L N N G N 3asd li R d d "> co N d. � E a a 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. IW, o E O "r Q 8 CV o 0) -� 0 W N N zz55 � LL .4 CJ7W u. u_ awJ V W tLM+ m110 'mNo O Wo omQJ W 05 °' Z-N0 LL % NZO U El El V M � z N M z � S N - M z0 N4-1 � U o L Vi U OL�\ I N L L �� U di � J pp I U o U) 1.1 FM M 4 ti o c z w 0� M C', n g z < _1 E �o oz >� Q a E o z® �_� �a a` °< z o E Wz wz L Q ❑ ! D � x o - O� x z J c� aw zz Z WU oLL < w 3 = F IIIIIIIIIIIII� o co V wa � o a c ° T In > ui rn N �� 0 co O c.6 T O (U CO CV-) iL r> , Y 0 00 m — O CD LO •= O C 1LO ai Q C.0 f 7 L 00 00 00 T N E .�. O N O z cc Z O E r_ JOB NO : 22-09500-09493 SCALE : AS NOTED SHEET NO. S4 11 1 11 II ' Nply 11 q Al 11 1 1 —]1 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 911 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2)10d (NOT REQ'D WHEN ; TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) < SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING -�\� ,.,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / \ OSB SHEATHING ATTACHED FIRST (4) ROWS OF : �� S W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. �,\,NA �\ AND 12" O.C. FIELD END TYP. TOP & \ BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 74" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. I I INSTALLED PER MANUF. X I I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/(7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10d 3" 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 10d NAILS & (4) 1/4"x21/4" SCALE: N.T.S. SS EMBEDMENT IN KO BLOCK SCALE: N.T.S. SS TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N X-BRACING, AND TOP C CO "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION z 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS WOOD TRUSSES co 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2" ` RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. UCH 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 91NIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT .... , .... . , , ....... ., .� ..... ...0 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. VVjI1 ULlll Al I NV GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S' CJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR .CONNECTION 2x4 "T" ON TOP OF PANEL) BLOCKING FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g`'_ SCALE: N.T.S. SCJ MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL OrKi GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL x @ SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. SS SCALE: N.T.S. S5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 8d @ 6"O/C 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 0 z w BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER JND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS �.viv i. o�rnuv� - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSUN SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN Iq aq �9 mM� NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION o., a® c G -o v > W O � o a� o C eta V N — O m X G Ll- CL- N R CG Z;j N G o ti 'n y a = d a+ ova '3 z U cc d� U N > G � -O y G. G >_ o a o vv ( ;i Sit'', ,V. • �`�1�.4 ti� 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. ) >y ` a 8 N 5 J r M U u- 52 LL w LL 0- '13 V Z _ J -� a MCA L (0 Z .: W W _ Y r- o O E rn Y, m Z us w � `" Z ¢ J a N J00 O U * Z W o ❑❑ V co r o z z � � o Q e J N M zC2� � o 4-1 Ow V) g O y N � Cn ik 'li'Ir. V U 'o N - • sm ti o Q w Z M co J o Z Q � os a E E o w zo Wo >� ¢� ZR H ro Ea .° a� z�` O E a� az N w o 0 <= it mo C 0x Nm Z� z � Qw z u�J 3 a Z QU Q3 H ao �E W ¢ 0 � oz = � o O CO w p� a O- � ZQ U� C o T T ai N 0 Cfl cfl C M00 �+ Y l.[ U CDT M1/ w Tm E O T V I N U) CD CD O T TT V! CO M W 00 T 4) 1= T c O Z ccO Z E N d U � Q c JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. S5 f_ ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 112" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od 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 <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL,, -- DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY v N • •' - d ° e AA I Cl) ' —I I I— T I —I 11�=7Tf III I 6x6 W1.4xW1.4 • A* WWF OR FIBERMESH =� I ��I I= I I • ° II I 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 ~ J PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w LU 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J UJ �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 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U_ 0 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL d 0 AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE NISH GRADE 00 STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO ST, 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED o z � PLAN • . INSTALLED PER MANUF. v r 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION, RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1 /2"=V-0" "6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1Y-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 ° - -•-+47 - - - e - - - - -° - _ d . • • ° A' I • �• • 1=III—III- -III III— ° I —III III — III,; I�IIIiIIIIIiI�IiIIIIIiIIIII�IIII-"- — CHAIR /3"MN. 8" Il 1'_8" 8' ll CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSURE 1 (x SHEATHING PROVIDE II BLOCKING AS REQUIRED PER II D II w o SECTION X-X IF ui = _i NOT FULL o HEIGHT SHEET/All II co Z II II —jI = L_ G FLOOR SYST M (2)- 2x TOP PLATE BEYOND II T II II EXPOSUR XPOEI r F SHEATHING w II II II 2 SOLID 2x 0 BLOCKING @ ALL o III III II C II II I SHEATHING O EDGES(SEE III OPENING III j SECTION X-X Uj III C III x W II III x E - 2x STUDS W III III II II I BEYOND. U) SEE PLAN o III I I I II I II I II II I Ej O II I—LI��-- IILI 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 318" SPACING C 3/4" S 777„�7fJ��if�--- 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL El AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wf (2) 12d TOENAILS EA. END NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O C. STAGGERED FOR SHEATHING VFanca.. ' SECTION X-X T�7 SFF NpNw 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.) SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT o —i PENETRATE SURFACE MORE THANYa". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u= O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J o � O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER y Q � O F w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. Q ixI—OOun Cn LL © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O I' MEMBER IF GABLE END ix LL NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2" DO NOT OVERDRIVE NAILS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION $14\ \—(2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED --- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH c d d A V Cl)-III—III—III—I I ° • • ° • III—III_III II • III IIIIIIIII IIIIII a lllll 3# 5 REBAR ON 3" CHAIRI I I I I I I —III— W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (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 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 00 FINISH GRADE W c N)� 00 o -. _rj a> -a 7 W � t R O u Cl- cl) C CO V N =�a N<c o L N N L N y C @ Q N � o > L C � � T 7 � p N fl- = E o �y u 0 CV ' - CQ14 Q. 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, 0 o Q O U I, v o N CO N 0 0? in N pp 0 0 2s2S LL NM V - .4C J J� ri L_5 Z- i F, LL UJ a d 2_ Ca C:, U) L.—O � 0 hoc W U) m O Z MZ J a N O O U Z U W ❑ ❑ c (D z N o - z z � � Q r U z CD CS � +� w U OC) w o v I Ly N �N ) v qi _ w E , L 8 ® U o 05 C O Y • i m o M ¢ w z M J z � o Z U_ cis C zo > N z< a Q E o z HC- a¢oz z O E d� w " M t a p ¢ J is 0-. Zz z J .12 �g z a 3 a ZZ zz g° 2< �Z W a � w w >O o c0 v w� a a °� o T >� ai rn N crfl O E co co r- O M n c6 00 t� O 00 E O r _ 04 Lf� F--- O C)� ' f \ J 01 00 ` OO 00 r O o z M z v; E QCD m n E U Q JOB NO : 22-09500-09493 SCALE : AS NOTED SHEET NO. S6 (MONO) I I r I I n1 1 11 IIA 11 1 I l I lx4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 ❑ x4 P.T. 3/16" 0 X 3" LONG (� FURRING 3-1/4" LONG X 3/16 ❑ FURRING NG TAPCONS L- FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2Xg BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w! MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 311 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ❑ x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 gx nFTAII 2 1/4,, nETAII STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX qIr SOLID BLKG. AT TOP BTWN. N ARCH BLKG. & BUCK --- T-0" SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) Z-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-g ARCH DETAIL rK SCALE: N.T.S. SS 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 #5 REBr (TYP,) STD. 90, FILL SOLID HOOK (1 BOTH CELLS fl- [_ I I NOTCH WEB AT L±5" 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 wl (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY--J TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE'IS" 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: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. 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. IF TRUSSES USED) W/ (2) #6 X 4'/a" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" • p�j-_- -1- - P � II II1T�1 T ° p• I I I GRADE o D • o TIT- CV R M _ _Z N 2 •o e • p (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN �R YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS •�� #5 REBAR (TYP) ��• #4STD. 90° HOOK (TYP.) El FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I DIA. @ 241, O.C. NOTE 2 BELOW I I 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. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2k0 + + (FNOry + + + + + + + + .1 + 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 T-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS 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 RFF @HFFT fly Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3/Y - I -V Z O Q M U_ O w UQ U U) B @ FIRST COURSE s� 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT p FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° a OVERHAN ° e 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. 11-011 5'-0" NISH • ... Imo. Y ° • : • #5 BAR iD ► i o11 ° D ° • CENTERED W/ g • 9 K IN TOP CD a ' KNOCKOUT/ N CHAIR BLOCK MONO FOOTING f D SIZE AND REINF. PER PLAN °' " o •. AND SECTION DETAILS CLEAN FILL `.► ° s DIRT Z °. °ffTANDARD o HOOK c14 #5 BAR IN FILLED CELIt I L, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT 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 L—I EXISTING FOOTING RETROFIT FILLED CELL DETAIL /n1 "C-11 ILI �^Kl1 SAW CUT rA SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N � c � W C3 a C= C� a M =�mx cLI.-a- N fC O N L a zsc d E c 3 E � U d c r� lu � ` ::- fl- r= E T o 0 CN 'Jf ,. .'i,tq 'i Rz,i Si'.i• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W .0 a t E o 0 8 N rr, � o Is (0 0 n # 0 0 - :R CNov a M u- -§ LL w 0 U.,d -gym ?, Y 0 m 0 W U) °� °, of e'r Z LL w O �r 'O Cl) Z ¢ F Z N 60 U O _ 3t W ❑ ❑ Z N � o z N z � � � Q N r z 01 Q.J U o 41 O w o �Nco c CIO Q N sm o CD z w Z 1! Ch Ch J w Z S 0 a a � o z Zo ro 0° Z o E ag oz X, �o � � Qa Wo <om� �J 0 xz 0 o ZF z�c C v hm <w _ N a� zZ N =O � o� a U W 3 �n 0 ap oLL �G 3 01, �7 is a °3 r= T o12 >CIO a; m c�fl O � co T t\ _ � T O 0— C� CM Lf> 3Y 0 00 m o O O J O c 0 LO T O L V 00 0/� 00 OO r »� 0 v; o z cc z E 0 a E U J a 5 Q 0 c JOB NO : 22-09500-09493 SCALE : AS NOTED SHEET NO. SS L I I I_ I_ I `)L- SCALE: " NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLU NAILED MATCH NO, OTHER] 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD / -- GLUED AND NAILED 2x I DRAFT S P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED NOT TOUCH STRINGERS INTO FLOOR WITH GLU AT STRINGER CONTACT \ / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E—/ FOR DRYWALL SPACING H SECTION VIEW, SCALE: 2' = 1'-0" VVHLL ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT , I \RS IN WALL I —2x12 SYP JA BEARS IN WALL I -2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / / \ NAILS) FI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 -3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR -lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2x4 DRAFT RISER AND TREAD STOP -2x8 SYP DRYWALL STOP MUST \ NOT TOUCH STRINGERS I -I-2x4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 C I e / \ P [/AAACH ALL COMPO/ STAIR TO CONC.TAPCONS @MA -ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. \ / G.1 TOP OF / \ STRINGER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFTL / STOP 2x8 SYP DRYWALL STOP I` MUST NOT TOUCH ' ' I STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 OR LSC EACH 1 �J��2x4 PT UNDER 2x12 \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = T-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D—D -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC I I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE-� AT STRINGER CONTACT POINTS SCALE: 1" = V-0" H 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) n r t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1x4/GLUED AND NAILED TO STRINGER \ .1KOR DRYWALL SPACING H SECTION VIEW "Ell SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 2" " = 1'-0 -3/4 PLYWC ON DECK `-2x8 SYP AND NAI FRAMING 2x4 DRAFT STOP 2x4 BLOCKI C �I NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACTOR \ / V STRINGER - (2) LAYER 4" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1 a"X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-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. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO tRING WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES i'WALL JOINT YWALL TO ✓ER JOISTS) H 2X STRING�R 2X BLOCKING SIMPSON MTS12 w/ I (14) 10d x 1 1/2"AILS 2 D OR 2X BLOCKING 3R�D RISLL2 / VARIE SECTION VIEW "H" SCALE: 1" = 1'-0" N N 0 N 00 U 3 W O �_ o U C1 C) C T U N ,N cc o y O d d a--,-- CU c c i ��_a a� � 3 � T d -71 U d f0 T EL N � o a u n �bv t� vVAI ` C �. • r ":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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Enginee s signature and seal. FW- o E 5 (0N N S N W c cp - an - inr�°# N O # LL .4 C J LL w j LL LL Z L w asq 't W Nm o oO rn rn 5 W rnIn m w ;^ N J OU o Z �.3:. W 00 o� z V z o Q U) d M � z LL T N W M Ow g N11 c �N w ~ J E �8 U y N 0 i44m o Mm M J o ti a w z < G � W Q E E o zo Wo > <s Z® co 0° z _a O E N@ �` a z coo o� a z 1 w 4) i o ¢ z � C o OU m m& 'z <w j z o W 3 o ¢ w ao ¢ U a U C:)�I= �a �o a co IT 5 OU 3 c 2 T >� _ L m 0 N CX> O co E T LLT � O CV CV3 CD Lf-) r ° 00 O 0C'4 CD r C'4 Lf� t-- 4_j O o CN rn 0 L Co O T L O Pq 00 0 T N E .T 'c Q z Cm E C co a E c�_j a �; ¢ o c JOB NO: 22-09500-09493 SCALE: AS NOTED SHEET NO. ST *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB r1 r1 r% r % A /1 1 w 1 0'1 11 r- T A 1 1 / T*. / r_% SCALE: 1/2" = V-0" G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS PA SSES (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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 WH SIDE w/ (3) 12d NAILS WHEN WHSIMPSON OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2)NAILS 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. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. —� " CHORD AT ALL HAND FRAMED AREAS TYP. SCALE: 1 /2"= V-0" 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 MAX 0 T/RUOSS �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a� INTERIOR BEARING r3 �Z—WOOD TRUSS J SCALE: 1/2" = 1'-0" JA 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 <_ 1000 SQ. FT. OF FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING MASONRY w/ (2) ROWS SHALL DIVIDE THE x'\ �' r%� 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 @EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. O O 1 O O O O- I SPLICE O 1 O O O Z-0� SPLICE BEYOND 2'-0" PART. ELEV. VIEW DBL. KO. BLOCK t)- MIN.1 MIN. TYP. 24" MIN. (2) 2x8 P.T. ATTACHED 101 (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" D.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES �@ 24" O.C. .f DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" D.C. T & B FLOOR ATTACHMENT r5d� SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD nnrrrr.i nrr�mn WOOD TRUSS DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" MASONRY SEE PLAN 17\_17r1 Tn1=ntnlLS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.C. T&B TRUSS (6).,162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER MASONRY WA SEE FLOC PLAN FOR MO IN[ STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE -7,_ IN. 2x4 #2 SPF P.T. ONT. W/ (2) a"x3" ITEN2 SCREWS @ i" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK 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. OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" FOR INSTALLATION. 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. (2) LAYERS 1"x24" PROPRIETARY TYPE TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. o o EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER 2" FLOOR RUNNER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING W/ 3/16" DIA. x 1 3/4" R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 TITEN2 16" O.C. ' �C)06L2x4 LEDGER ONLY AT EACH @''� SIDE OF STEEL "H" STUD. FIRE CAULK (2) SIMPSON SDWC15600 RUNNER TO BLOCK (1) LAYER 1/2"HIGH STRENGTH SCREWS @ EACH TRUSS TO WALL EACH SIDE LEDGER OR 5/8" GYP. WB. W/ 1 3/8" NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. STD 909 HOOK 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 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS TO BE INSTALLED PRIOR TO FURRING STRIPS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR INSTALLATION (TYP. ON BOTH FACES OF WALL) UL-U905 (see sht 9) LOCATIONS) 1x P.T. NAILER INSTALLED \ 1/2" GYP WB OR 3/8" 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 CH0 $RI FLOOR TRUSS FOR AN AREA < 1000 S.F. �rLOQR,5 TEM 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. AFTER INSTALLING RBC S 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. FILLED W/ GROUT 4"x4" INSPECTION PORT AT TYPE 2-M-W OSB (DRAFTSTOPPING) O BE NAILED W/8d cai) E EACH FILLED CELL (TYP.) 1x P.T. BASE NAILER STD. 909 HOOK (SEE DETAIL) NAIL FLOOR TRUSS TO LEDGER W/ COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA _< 1000 SQ. FT. OF FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE 1 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER TZ3P�kiORD BRG. CONCEALED SPACE INTO APPROX. EQUAL AREAS. \—DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) Z J ga N 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 Ir (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-0" PRE-ENGINEERED FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED; SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN SEE PLAN TOP OF WIND W WINDOW PER PLAN 8" C.M.U. WALL 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 OP OF SLAB 0'-0" F.F. 00 VARIES WITH o SITE GRADES SEE PLAN CV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 CD N CD c = 0 u �- Y o C � 0 U f1 M c C..., c-4 -�cn>4 v N�oL 'y 'O N L 4 N Y d d —y c E c CD CG V � co u y o > c y �- c E o a u 0 i �,N1 `,\N -- � Y�j � VCV � •• �, FLOC •; RO`ESS10N 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 ,d, E 0 a 8 C �Q m _�; '?� _ U_ Z 70q� Cn _ L N p o @NCO W 02' X W m J Z N 0 a co Z N O U U O Z ' W ❑ ❑ V M � z CMV M _ o Q s' Q J r N z � 0 o 4 -r S w S Do 2 O w� 0 In c Y to � � cJo w 2 8 _ E N U O C y s O C r_ o � Z< w co M J �Z o i Z q � to E o$ a o 0 E z =® oa N H a < U x� �¢ U O �U o, z O a p d z N U <o rw w2 D � z �U mo O tt Z z � fn iv 3 a a o z aOz � �Z W U <0 az x 3 mi o CID << o� ;o a o- za U3 C o T > cj- ai rn cc co T C:)CM a- ;� LC� 00 C: m 00 60 E O of� L F=— a--+ C\1 � OI LO V! � LO 01 00 OO r E c) v; o Z Z E m t6 n E 0 U Q 0 C C JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING SLOPE WEATHER RESISITIVE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. EXTERIOR iL ' SELF -ADHERED FLASHING 3/4"-1' BEAD OF CONSTR.s SHEATHING BY LAPPING DOWNADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR ANDWALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of D WINDOW) O NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means z PROOF CAULKING CEMT. FIN. O BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied (SEE DETAIL WP07) SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO weather resistive barrier wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. 3. Fold weather resistive barrier back over head V G D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing flashing and seal with tape (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: IN SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW m EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT EXTERIOR SHEATHING RUBBERIZED NEEDED IN CORNERS ADHESIVE 3(4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING. SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 12 MIL DRYLOK CMU -MASONRY BLOCK OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. EXTREME LETTER ON CHEMICAL o RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with WINDOW COMPATIBILITY (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 FASTENER SELF -ADHERED FLASHING e SELF -ADHERED FLASHING, ° RELEASE PAPER TO EXPOSE 1)SEALANT AT ° EXTEND A MINIMUM 6-4 ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 4) SEALANT JOINT WINDOW BUCK TO VERTICALLY FROM OUTSIDE EDGE OF MASONRY BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings WINDOW BUCK THRESHOLD 2) SEALANT JOINT ^ shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OFWINDOW FRAME ACROSS WINDOW BUCK WINDOW BUCK SECTION -A (SEE DETAIL WP02) g g openings 1.1.Exterior window and door openings. Flashing at exterior window and door o enin s shall extend to the surface of the exterior wall AND EXTEND TO WINDOW FRAME finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings MASONRY ATTACHED SELF -ADHERED FLASHING PER CODE O shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS 2 following: BEAD BRIDGING CLADDING AND WINDOW 2 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration FRAME SELF -ADHERED FLASHING 3) SEALANT WINDOW FRAME T NAILING FLANGE 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details WINDOW BUCK ALL THE WAY 1 O are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 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 BDO NOT OTTOM NAILING NG OVER $ UNDER DECKING 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF FLASHING SELF -ADHERED FLASHING , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW ' EXTERIOR OR DOOR WITH DECK ' INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. Lath JAMB, SILL AND HEAD DETAIL SELF -ADHERED FLASHING APPROVED SHEATHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME ° ° � 2 APPROVED FLASHING TAPE DOUBLE O -' " Cement W" SEALANT SOCKET WITH JOIST Ill/ accordance with Plaster 7/8" Cement Plaster TOOLED APPROVED SEALANT SINGLE WOOD BEAM Foundation Wall ° JOIST BELOW 1 SELF -ADHERED FLASHING ASTMC926 in accordance with SELF -ADHERED FLASHING ASTMC926 Felt backed metal 2 ° ° lathe in accordance Felt backed metal 3" MIN with ASTMC1063 lathe in accordance SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 FLASHING FLASHING Q 5 Building Paper ' � � , Building Paper 7/16" O.S.B. 7/16" FLASHING • sheathing sheathing ing SCS 06_02 WINDOW FIN INTERFACE WITH SELF-ADHEREDDECK JOIST �' SELF -ADHERED FLASHING ' FOUNDATION WEEP SCREED EXTRUDED SHOULDER OUTSIDE CORNER • Metal g y sheathing Flashing Weep Screed T -,I Installed As Per SELF -ADHERED FLASHING 2x FRAMEWALL - - - - - p Manufact. Specs. ¢ 1I STRIP OF SAF LEGEND Maintain Stampede or similar PRODUCTS DETAILS TILE FINISH I SELF DRAINAGE FLASHING (SAF) Bottom Of CBUk bottom DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only LU J % BARRIER (WRB) - - 1 1/2" to 2" U) I I BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > 11 SELF FURRING (SF) LATH Above Roof m I I PLASTER ACCESSORY Sheathing Installed As Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) ¢ , I SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS Manufact. Specs. 1'-4" PER PLAN I { Detail Instructions i WRAP DP WRB ONTO I 1/2' Cementitious 1'-0" PER PLAN 'v I (I THE VERTICAL Cement Plaster Refer to the number marked asO# in each detail that corresponds to the \ I SURFACE TO TOP of Decorative Finish numbered items In the list Of instructions below: I FLANGE AS AN AIR In accordance ' 11 BARRIER with ASTMC926 q �,o°® inside and SLOPE I 1 I over wood 2nd ,0°0 ' ' ° ° oultside corner will 1. Install self -adhered flashing in order as shown by numbers 8" CMU _ _ - 41 1 I I 3-1/2" INCH FLANGE 2. Install flashing and weather resistive barrier to form water shedding I I I ,.� floor 0•°,° need to be miter 4" OR 8" CMU Q - - - - - - -- - - - - - - - - J 11 cut and caulked all laps (PER SEAT DEPTH) Ii F a , I '°®•o,•o• butt joints need to 3. Self -adhered flashingcan be substituted for building paper z Z I STRUCTURAL FRAMING c,° o,o•• 9p p r 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT 1 1 - g \V " �,� ? STRUCTURAL SHEATHING ' °°c, m •4 ' becaulked using ' Stampede or sim. embedded in the adhesive layer) - for ease of installation and to THIS GAP IS RESULT OF `.i caulk for all minimize scoring cuts a W W PLASTER STOP STRIP OF SAF g CUa a- NATURAL SHRINKAGE. 5. Remove all release paper per standard installation instructions and _ = U) CONTINUOUS BACKER _ ---- ---- ° _ i DO NOT SEAL. I� I, � DRAINAGE PLANE WRB Lu adhere to substrate using a square piece of flashing material (6" x 6" DRIP SCREED PLASTIC I G- _I w W ROD &SEALANT ACCESSORY - 1�BOND BREAK WRB Minimum) SLOPED MUD BED y = M ' \ ' 6. Fold as shown by arrows'- Lu o ° Q € i SF LATH LIJ I / 7. Angle of corner may vary, adjust folding of the flashing accordingly to ICI U) o VINYL SHOWER PAN NI ° = A ;; Note: fit tight to corner t1 ------ -- --- - --- - ---- The building paper and metal lath must be 8. Mechanically fasten as necessary SLOPE d - ' ' ° �_ ) Cement installed over the top of the weep screed. ° PLASTER STOP J� Plaster CONTINUOUS BACKER ROD over block & SEALANT 1 st floor CEMENTITIOUS FINISH SHOWER SEAT ■ SOFFIT/CANTILEVER • � WEEP SCREED DETAIL SCALE: NOT TO SCALE N N � cc 0 � � W o L 0 U O cz, c ti v C� �Ll Cc o _ y, D N L Cc Q N Y CID o a U a s o a o CV N 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � N W v E M O U IN°c) o 0 C (0N o n a0 rA N in # + N O 2S2S # LL LL 55 a 13 a Y (0 O - C-t� 1%Z r m Z C� o W ox co Z1°o LL J m1 w Mn Z Q N o Z W OU U U) ❑ ❑ z N M O z 0 63 Z Q v E3 N -- M z () U 6 LL 4 w � O w o t�l �N(10 _) U LU U 'o c rn Q CID 0 em o c w Z co� M ¢ zo U_ E o oo Q� 14 Q E O co wj �� Z® oa as .0 Q Z o E N 0 nz `o az m i J m E :3 "'N Cr - U a zZ Z m Q W �z 0)J Cn <° z QU Q 8< az w W U wLL <paLL w s x3 O F U a O O d F VO ila 3 o T m 0 E C0 o r CN �+ Y r 0 m O QO E O t-- � te CN a-+ CD N an CD to LO < CDT L 0 00 00 00 r a; M o Z Z E i,6 c E � a. U ° Q JOB NO : 22-09500-09493 SCALE : AS NOTED SHEET NO. 1 11 1 R 11 air 11 I I I I 1 I -- - MARIMME-4 Mounting Brackets (10 Gauge. +V2'x4-1.2'x2-12" See Anchor Schedule Belts 112" Dia. A325 Galv. CTyp,) D 1 T D 41454=1f [�dling Screws A/C Urrit Bottom Edge MurrlCant' Strap (Typical• 3 in front) Front Cross Support (May tee cut to W ) t?ft Brat eat 06 Gauge) 11I4 Self -Drilling Screws Thru Brackets IS BackCross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) i a5is11 dash Prs I Self -Lacking Nuts Sloi-li4 uttLAIttrun usceru4r arc Fin-i sl a ii eault i-inr- .Aar Biu Fn�tevyred RWwd sp9 Dla4virag availably Mpon tegnnr (rdditemal &C wa +thy) Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Page I df Building Codes and Standards 121182021 Product Approval Application Detail Sx444 Entity or PAI Dole Data Pending ffif TV" Verslori Manufauurer CorNacl inglnearB LkNrea yalidatetlf ay�0gad $y4,11124 I'll Approval Aggrovo aboturs APNnnetion 2020 $in H Vent Products. Inc. Michael Graham Hermes F. Ncr no P.E. Lack, Borden P.E 12MS/2020 12;16/2020 1211SM20 Approad Caepay: structural Components (677) 441-8368 PE-n778 (334) 300-1800 Subcategory: Products Introduced as a Result of info MSmo wnn.con Nee Technology Compldann Method: E-luetim Report loin a Florida Registered Architect or Licensed Florida Professional Engineer FL96a22.11011araducia Quality Assurance AmNoved for Use Abuoved for use lmiD t Design Seo p Protlucl MadN. rarmh,r or Nam, Product Description Canhact Emlratian Data in MVHZ Outside HVHZ R.M.tW Pnysyp, 1 SmartVeM Model#1S4a510 Dual Function flood and V4Maakon Vent 1?(3f2023 Yes Yes N/A i1W/-1W 2 SmedVanf Modal 7k154a311 Duel Functlm Flood and Ventilation Vent 12tl12023 Yas Ves NIA +100t 1ihn 3 9manVent Model#1540,520 Insulated Flood Vant 1V312023 Yes Yes NIA +10D, 00 4 smanvent Mode 14154a521 Insulated Fl pad Vent 12J31/2023 Yes Yes N/A ticWo0 5 SmartVent Motlel#154a524 168quct; Ga"geomr Flood Vant 12f312023 Yes Yes NIA WA 6 SnenVent Model V54a570 Wood Will In wlated Flood Vent I2r312023 Ves Yes NIA +100F 100 z smart Vent Model#154a574 14.5&qud Garage Door Flood Vent I2/3inW you Yes NIA N1A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a 1 In42021 . - ...242 .. c �gN IF go Date Pending 29e jygg vanillin Manufacturer Enpin„r d Dro cs, Validated yalla,d t.suraNaed w FEC Antrul Anton d Stduni R-on 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Pdest Locke 8aedn F.E. OBMo/2020 D8/09/20M 08/20/2020 1 Oil WO 20 Apd,cuad Category: Roofing i5021 303.1511 PE-74021 (3341 300-1800 SubCategtory: Metal ReoAng nhumate@rdrexmetcom CornpRance Method: Zoallon Report from a Florlde Registered A.rthlect ore Licen led Florida Professional Engineer F slza7s�du_. ggg % Product Model Number or Name Product Descrlolon QuaMY Asssaasc, Argrwed torn Use Aroroved Cwtlracl 6tolraalon Date It1t1l Outskle for Use Ini pest NNQ Resistant Pressure 1 Drexel Me1el RO.1tg 9ysbme DMC 1DONS: DMC 15085, DMC 175S. DMC20GS: 12/312025 Yes No NIA +01-180 oMC 51, Florida Department of Business & Professional Regulation Page 2 d4 Building Codes and Standards 252pz2 Product Approval Application Detail -.. < - - Le Code ErrtllV pr fDateDate PeMina 1j Type Version Manufacturer Contact Enadneer&Lgense Valltlaletl By Validated Submitted FBC AoPrgyal Approved Statue Revlslal 2020 Therms-Tru Corporation Steve Jaeperson Lyndon F Schmidt P.E. Ryan J Kmg, P.E 04f152C21 12312020 04f22/2021 06/0&r2021 Approved Category: Exterior Doors (800) 843-7628 PE-434M (813) 767.6555 Subcategory: Swinging Exterior Door Assenbeas s)asperson®thermatru co Compliance Method: Evaluation Reportfrom a m Florida Registered Architect ora Licensed Florida Professional Engineer FLfr2646B-R6 Products Qualityy Assurance Approved for Use ADDroved for Usa [mom Design Sena Product Model. Number or Name Product Deaerlotipn Contract Expiration Date in HVHZ Ou41tla F1VHZ Resistant Pressure 1 a. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6'8 &quoklnlpact&quo( Opaque QJ31P2022 NO Yes Yes WA Composts, Edge Fiberglass Single Door (I nswlrwoutswag; X configuration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&139,8 "lnpactlIquol Opaque 12f312022 No Yes Yes N/A Composite Edge Fiberglass Single Door with SiddAe(s) (Inswn rigJOutsva rig, XO. OXor OXO onfigumtions) 3 c. Therms-Tru Fiber -Classic and Smooth -Star NOm,ndI68#39:8 &qucrt:lmpact&quo( Opaque 12131Y2022 NO Yes Yes NIA Compost. Edge Fiberglass Double Door with or without Sidehtes (Inswing/Outswing; XXor OXXO configurations) 4 d. ThermaTru Fiber-Gassic and Smooth -Star a39�0 uotl act$ nor Opaque Nominal 88 &q cop q , Op q t2/3 12022 NO Y es Ves NIA Composite Edge Fiberglass Single Doof In wri IOutsw . X mnfl uratlon s 9 Ins 9 5 e. Thelma-Tru Fiber -Classic and Smooth -Star Nominal l38#38,0 "e mpact", Opaque 12/3t2022 No yes yes fdlA Composite Edge Fiberglass Single Door with Sidalte(s) (Insuring/Outsvang.. XD. OX-OXO confguratons) 6 fTherma-7ru Flber-Gassi-cl Smooth -Star Nominal 8&a39;0"lmpact"a Opaque 1215112022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or w4t11out Sldeiltes (Inswingtoutswing; XX or OXXO configurations) 7 g Therma-Tru Fibef-Classic and Smooth -Si Nominal 68039;8 "tmpa0t&q-1l Glazed 12/312C22 No Yes Yes NIA Composite Edge Fiberglass Single Door (InswrxlOutswing.. X cwrfiguration) 8 In Therma-Tru Fiber-Cll and Smodh-Star Nominal6&A39;6 "lmpact" Glazed 121312C22 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelrte(s) (Inswng/Outswrg; )(O. OXor OXO configurations) 9 i Therma-Tru Fiber -Classic and Smooth -Star Nominal 6ti#39;8 "lmpagt11i Glazed 12MI2022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without SidelR.s (Inswug/O.swing. )C(. OXXO configurations) 1D i. Therms-Tru Fiber-Gasslc and Smooth -Star Nominal SM39IC Bquot;lmpact" Glazed 121312022 No Yes Yes NIA Composite Edge Fiberglass Single Door (lnswing/Outswelg; X mnfigureban) 11 k. Therma-Tru Flber.Cl..Mc and Smooth -Star Nominal 8'0 &quo(Impact" Glazed 12J312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Side "(s) (Inswing/Outswig; XO, OXor OXO confguratons) 12 I. Therma-Tru Huber -Classic end Smooth -Star Nominal 89039i0 "lmpaet&gebt Glazed 12131r2022 No Yes Yes NIA Gomponate Edge Fiberglass Double Door with or without Sdelitea (Insw irglOutawing. XX or OXXO confguretons) 13 m. Therma-Tru Flb-C assio and Smooth -Star Nominal 6Ǝ ",ImpacAquot; Glazed Molded 12J312022 No Ves Yes WA Open Composite Edge Fiberglass Single Door (InswrigiCutswing.. Xwnfiguration) 14 in Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&9398 "impact" Glazed Molded 12f312022 No Yes Yes WA Open CpmpasHe Edge ie Door wth Fiber lass Sin g g Glazed Ivlolded Open Sidellte(s) (InaMn1Outswing, XO. OX a OXO -figuration.) 15 0. Therms-Tru Flber-Classic and Smooth -Star Nominal 5'8 &.quotlmprct" Glazed Molded 121312022 No Yes Yes NIA Open Cgmpoelte Edge Fiberglass Double Doo-Ath or wthout Glazed Molded Open Sidelhes (I nswrtglOutswin% XXw OXXO configurations) 16 p. Thernv-Tru Fiber -Classic and SmoothSbr Nominal 8&a39;8 "lmpactaquot; Opaque 1213112022 No Yes Yes WA Composite Edge Fiberglass Sogle Door with Molded Open Sideiite(s) (InswinglOutswing: XO, OX or OXO confguratlons) 17 q. Therma-Tru Fiber -Classic and Smooth -Stan Nominal 50398 &quct;lmpactill Opaque 121312022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Glazed Molded Open Sidelines (Inswing/Out-frig, XX or OXXO configurations) Florida Department of Business & Professional Regulation I'n.1 or Bui idi ng Codes and Standards larzon Product Approval Application Detail FEinth or Data Data Pendino 21g Tra versions Manufacturer Cal enakieer d LJcensevandal by vallaMed a1411ffiR4 PSCAWFW Auaoved status Rewsbn 2020 PGTlndustrles Janis Rosovrskl Miami -Dade SCCO -CER Mimi -Dade 8CCO-VAL 11/192020 1D2W020 11242020 Approved Category: Exterior Doors 1941) 48&0100 (i 86) 315-2590 Sumbagory: Sliding Exlaria Door Assemblies Jrosew•sM�pyllndusules.e conpri irme Method: Certification Magi a Usting orn F L1f251-R33 Pratill iyrdev Assurance Anxoved for Use Approved for Use Dlraeet paution 8aa s wodrxt Moats. Number W Ham. Product D.scriotice, coMrxt Expiration slate In 14VHZ outGrL HvHZ Resistant PP gyx_rt, 9 SG0.55To (Large lut-le Impact) Vinyl sliding Olo- Door 04/1412021 Yes Yes Yes N/A August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, 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 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThermaTru A. SWINGING Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 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 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-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 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55,0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30,01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0I-60.0 psf 4/312023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50,0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 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 Soffit 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 (for Shingle Roof)i 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F L17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 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 - FL1999A 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 NOA 20-0630.15 NIA 9/11/2023 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 Building Codes and Standards Product Approval Application Detail Pagel of 3 11252022 E hit Ity orDate � Date Twe Verson Manufacturer contact E &License ValidatedBv V&I.tlaOed $ubmlttetl FSCApndlna FBC Aonroval Approved prow StaWs Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 07/23/2020 0711212020 OW2912020 101312020 Approved Category: Exterior Doors (800) 843-7528 PE-43409 (813) 767-6555 SubCatagory: Stinging Eteror Door Assembles sjosper-natin--- v. co Compliance Mathod: Evaluation Report from a m Florida Registered Archtecl or a Licensed Florida Professional Engineer PtotlUctm 1111YO4 kill Quality Assurance Approvedforuse Aoorovedfor Use Impact Deslan Seo # Product Model. Number or Name Product Deschotion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a. Therma-Trot Fiber -Classic and Smooth -Star Nominal 6Ǝ &quoClmpact" Opaque 12131/2022 Yes Yes Yes NIA Comporsto Edge Fiberglass Single Door (InswngJOulswling; X configuration) 2 b. Therm- Fiber -Classic and Smooth -Star Nominal8'',8 &quoLimpapt&qu(yt: Opaque 12/3112022 Yes Yes 'Yes NIA Composite Edge Fiberglass Single Doorwith Sill (s) (Inswing/Outswing. X0, OXor OXO configurations) 3 .Therma-Tru Flber-Classic and Smooth -Star Nominal 6'8&gwt;lmpact&quoI Opaque 121312022 Yea Yes Yes NIA Composite Edge Fiberglass Double Doorwth or w4thout Stdelites (Inswing/Outsmng; XX or OXXO configurations) 4 d. Therma-Tru Flber-C1a9sic and Smooth -Star Nominal 8Ɔ " Impact"a Opaque 12f31(2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door gin-nglOutswing; X configuration) 5 e. Therms-Tru Fiber -Classic and SmoothStar Nominal 8Ɔ &quatlmpact&quit Opaque 1Z31 IM22 Yes Yes Yes NIA Composite Edge Fiberglass Single Door wth 8delte(s) (InswinWOutewing. XC, OX or OXO configurations) 6 1 Therma-Tru FiberLlassic and Smooth -Star Ncmina18'0 ", Impact" Opaque 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites (Inewing)Ou4swing; XX or OXXO configurations) 7 g. Thernra-Tru Floes -Classic and SmoomStar Nominal 6'8 &qurotlmpact&quit Glazed 1 Z312i322 Yes Yes Yes NfA Co module Edge Fiberglass Single Door gnsw rg/Outswing; Xconfiguration) 8 in Therms-Tru Fiber -Classic and Smooth -Star Nominal Wi398 "lmranoo not Glazed 12J31/2022 Yes Yes Pons NIA Composite Edge Fiberglass Single Door with &delta(s) OnsvangfOvi wing; XC, OX or OXO config uratigns) 9 Therms-Tru Fiber -Classic and Smooth -Star Nominal 6Ǝ go= mpaot"a Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or w161out Sldelitee (Inswing/Outswing, XX or OXXO configuratlons) 10 j. Therm-Tru Flber-Classic and Smooth -Star Nominal 8Ɔ "lmpaa" Glazed 12131 M22 Yes Yes Yes NIA Composite Edge Fiberglas. Single Door (Inswin9/0u1swing; X configuration) 11 k. Therma-Tru Fiber -Classic and SnmothStar Nominal 8' 0&quoClmp2ct&quo1; Glazed 12J31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door wth 3c,olt"(s) (Inar ing/Outswtng. XO, OX or OXO configurations) 12 I. Therma-Tru Fiber -Classic and Smooth -Sias Nominal 8Ɔ 8quot; Impact"i Glazed 12J$112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Scelite. (IrlewingJOutswing; XX or OXXO config urations) 13 m. ThermaTru Fiber -Classic and Stricu Star Nominal6Ǝ "lmpact9.quot. Opaque 12f312022 Yes Yes, Yes NIA Composite Edge Fiberglass Single Door with "Non-Impact", SMelite(s) (I nswirg/Outswirg; XO, OX or OXO configurations) 14 inThermal-Tru Flber.Classic and Smoom-Star Nominal 6&039:8 &quct,tmpaot" Opaque QJ31r2022 Yes Yea Yes NIA Composite Edge Fiberglass Double Door with &quol;Ncn-Impact". Sidelltes (Inswirgl0utsvu rig; OXXO configuration) 15 0 Therma-Tru Fiber -Classic and SrtgothStar Nominal 8''.0 " lrnpact" Opaque 12J312022 Yes Yea Yes NJA Composite Edge Fiberglass Single Door with "Non-Impact" Sidelite(s) Q nswing(Outswing; XQ OX or OXO configurations) 16 p.Therma-Tru Rber-Classic and Smooth -Star Nominal 8&439;0"lmpact" Opaque 12J312022 Yes Yes Yee NfA Composite Edge Fiberglass Double Door with &quoCNon-Impact", Sdaites (Inswing/Cutsvdng; OXXO configuration) 17 q. Therm.-Tru Fiber -Classic and Snnoth-Star Nominal 6&1139;8 &quok Non -Imp aoIAquot Opaque 12) 2022 Yes Yes No NIA Composte Edge Fiberglass Single Door (InswirglOwewing; Xconfiguration) 18 r Therma-Tru Fiber -Classic and S1Tooth-Ster Nominal 8':8 ":Nen-Impact". Opaque 12)3112O22 Yea Yes No NIA Composite Edge Fiberglass Single Doorwith S disu (s) (InowingfOutswing; XO, OX or OXO config urabons) 19 s. Therma-Tru Filer -Classic and Sm..th-Star Nominal6'8" Non-Impact" Opaque 1213112022 Yes Yes No WA Composite Edge Fiberglass Double Door with or sw without Sloshes (lningl0utswing: XX or OXXO configurations) 20 tTherma-Tru Fibo,-Classic and Smooth -Star Nominal 8Ɔ&qulgt.Ncn-Impact&quct Opaque 12)31J2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (I nswingJOutsw4mg; X configuration) 21 u.Therma-Tru Fiber -Classy and Smooth -Star Nominal 89#39.09quot. Non-Impact" Opaque 12)31 J2022 Ves Yes No NfA Composite Edge Fiberglass Single Door with S cilia(.) (Inswing/Outswng: XO, OX cr OXO conhourabonsl 22 v. Therma-Tru Fiber-Claseic and Smooth -Sher Nontlnai 8&a39;0&quctNorr-Impad", Opaque 12Y31f2022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sdelites (InswugfOutsw rig. XX or OXXO configurations) 23 w Therms -Tr. Fibsr-Classic and Srrgoth-Star Nominal 8&4398 &g Qt;NOn-Impact", Glazed 72/312022 Yes Yes No NIA Composite Edge Fiberglass Single Door (I nit-gloutswulg, Xconfiguration) 24 x. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8':6 "Nonlmpact" Glazed 12131/2022 Yes Yes No WA Composste Edge Fiberglass Seigle Door with Sidelke(s) (Insuring/Outswing', XO, OX or OXO configurations) 25 y. Theme-Tru Fiber-Gassic and Smooth -star Nominal 5',8&qu lLNon-Impact" Glazed 121312022 Ye. Yes No WA Composite Edge Fiberglass Double Door win or without Spelites (Inswing/Cutswing; XX or OXXO configurations) 26 z. Thelma-Tru Flleer-Claselc and Smooth -Star Nominal 89039;0 "Non-Impact" Glazed 121312022 Yes Year No NIA Composite Edge Fiberglass Seigle Door (Inswirgloutsweg, Xconfiguration) 27 za. Therma-Tru Fiber -Classic and Smooth Star Nominal 8':0 "No r-Impact" Glazed 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Svyle Door wrfh Sidellte(s) (Inswingl0utswing; XQ OX or OXO configurations) 28 A Therms-Tru Flier -Classic and Smooth -Star Nominal 8'.0 Scoot', Non-Ilnpact" Glazed 121'3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Slot (Inswingl0utswin9; )Oor OXXO corlguratlons) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget d 2 I1 .D21 ` . •,Code • ,. - - .. t!n Inv or _ . ,-. R42 bear Date Panel LM Vorslm Manufacturer Cdott gt End newd ulcer's Valtlalad EW y psi Submitted FBCAmmval aggg_d $talus ReNsion 2020 MI Windows and Do., Brent Stinger Lot, Rout no Lamas Sleven M. Urich, PE 10/08/2020 10rO6I2o211 10n 92020 121152020 Approved Caegay: Exterior Doors 1 T17) 365-3300 P662514 1717) 317-8454 subcategory: Siding Exterior. Door Aneri bvgingerpm'nud,cor'n Cornpllance Method: Evaluation Report from a Flodde Regirearetl PTchitect as licensed Florida Prdacsbnpl EngM ear F0153S2-110 Products Quill Assurance AporoVadfor Use Aooroved for Use lrooa;_t Dentition sea # Product Modes. Nunn per or Name Pradrei DesaloUon CoMrau Fxolratlal Dae In Vill Qutslde WFU H03DsL at Pressure 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12J3112024 No Yes No NIA 145 U"quotXBo", NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 42CALUMINUM SGD OX. XO. XX 12r312024 No Yes No NIA 96dquatv808pud; NON -REINFORCED 3 SERIE5420ALUMINUMSGOREINPORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12r31/2024 No Yes No NIA 145.3/4&quds9S&qud: 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX 12JW2024 No Yes No N/A XO. XX9MgiIor:x96". 5 SERIES 420ALLJMJNUM EGO REMFORCEO SERIES 420 ALUMINUVI REINFORCED XXX 1213112024 No Yes No NIA 143" 961Hquor Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft! k92021 %sgl EDta x Dept Pandino 20 version Manufacturer Cantaot Engineer &Llemse validated av aid yated qg FBCAminwal Aporovid Status Revision 2020 Wayne-Oagon, a dvisldl p/Ovexneetl Door Dwayne K-h John E Scales Jeffrey IF Arneson. I,E 1 D/12/2020 09292020 10/23/2020 12/15/2020 Approved Corpaalial (33D)7638121 PE-51737 (904)821-5200 Category- Exterior Doors dkornlshowayne-daltim c SubCalallery: Sectional Exterior Door AssamNi om Compliarx, Memotl: E-Wrolm Repot fro. a Flonde Registered Archhect or e Licensed Flude Protesswnal Engneer FL4W4s-RZD Products Oaairh Assurance Acor-cl for use Aooravad fa Us, throw Desion See a Product Model. Mail or Name Product Descrlptlorl contract expiration Dale a1 NVXZ outside XVHL Resists% Pressure 3 8000/81D0J8200 #1105 5': Mix avdh 14', Max height Glii&g 12/312023 Pic Yes Yes +31 001-35.00 it,wAbl.n(oa or intemnedidesection. 10 8000/816011200 #1123 16': Max width. 14843,9 Max height. Glazing 121372023 N. Ves Yes +30.00%33.50 available In top or Intemedi ate section. 11 8000/61OM200#1124 16t i9 Max wldh. 146439, Max height. Glazing 12131QD23 No Yes Yes -34.401-38.30 avadatrle In rop a intermediate section. Florida Department of Business & Professional Regulation ,.age 1 or Building Codes and Standards IV202 Product Approval Application Detail code _ lndty or D96e_ FBtl Dale Panding �@ Tvce liersion nuf°cturer Cortlar.'1 Endrmerd LfcmrseyagdatetlB Yalltldetl Subminatl FBCA®mva' Appoved Status Rewsbn 2020 Comes Drislon of AADG. Inc. Ton Rattay UL LLC Troy MteD, P.E. 12M0/2020 12101/2020 12212020 Apruwed category: ExlMor Doors (641 ) 434-2813 il)54) 947-0880 Subcategory: Extend Door Cornponents ton rsheyeeses eld ii uo Compliance Method: Cemfkatlon Made or Listing r^ FLa11337-ris Products Uuallty Assurance Approved for Use Approved for Use Irripazt aQelnii Ala Prgdwd Moral. rlhanba a llama Product Oxalptron CoNrect Exoeatrn Date I N outside HVHZ ResKtaot Pnissure 1 607, 707. 727. 747. 75T. 777. and 84T Single anti Pairs of Flush. Gloried, end LOUVeretl single end pets or 121312025 Yes Yes Yes NIA Doors hellow metal doors. Florida Department of Business & Professional Regulation Pay, I oft Building Codes and Standards I N021 Product Approval Application Detail Code Era1ry or •Oita .. Data .. 6ffi. PMrmrn Dab Sig&yersian Manufacturer contactEnameer & Licerxse validated 6v Validated Submitted FEC AeumvN Approved Status Revs= 2020 MI Windows and Doors Brent Solmiter Arrserlgan Architectural Stevan M Urich. PE 11/17MM 11/17/2020 11272020 Approved CMell Windows (717)365.3WO Menoectur-Association (717)317-64M SxbCategory: Single Hung b,bngerQmJ.d1 m Compllanee Method: CMHcalorn Marie or Lining Oualav Assu"anc�a Aooraved far Use Aaorovad Poi Use Inugss), Desiwi Seo # Prooun Model. Member or Name Product Description Combo ExdrYlon Date In HVHZ Outside HVHZ Resistant Pressure 2 1B5 SH 52x72 FinlFlonge Frame IG/SG Single Hung 1 D/082023 No Ves No .60/-60 L---led Ga.. �a--F Qi c- L W CIO U Q o 2CU -0 CU O c O 0 O O ^^,, W o E LL- .cn Cn o L o o L l- -0 . C_ V Z Z LU J N c �Nrr.y W r� p U C_ .�. Q C7 � L1 2 N O >r n N L N O rig Q N Y 3 Qa � Yd C oa u s Q Cu C O N Q � dC E � o U Cn L. W E N Z N W CIO CL O Q Lt� U 0 L W CC 1 O LI.I Z W z J Z Q J SHEET NO. PA 1,0. — . � — __ — — ,. . - — _. — — I W I - I i IF Val full PR�w I ilialatill 1411111111911111111 I I I -1 11 IT I - 11 I I 1 1 11 I ' I I I 911 1 � I 111111 I I I - — . — __L___] __ . . I I I — - - - - - - j - - - I 11 11 J -I -6-0 Q) (D = I Cf) — (D -6..' Florida Department of Business & Professional Regulation page 6 of 9 Florida [)apartment of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation p.g. I or 1 Florida Department of Business & Professional Regulation Page 1 dr2 -0 > = 0 Building Codes and Standards 1/25fZD22 Building Codes and Standards IGM21 Building Codes and Standards I &,D21 Building Codes and Standards 1155/2102i Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L- C _0 (D 0_ C) _'_ - - ___ - - - ______ -------- - ______ __ - __ __ - - __ ---------- __—, I I �.. - -1 z. "� .' ". - I - "_ � , — 11 - , __ - . I , . - I '__21 '_ - � , 11 � :�� , - '�� 09_00*012 I � - � '44 , �4� , (D I 0 L_ CL -7 - �__ .. '__ �'� . __ - .�� , ..... - �,'I� -�". '... -, -11 ----- L � " - *WAWRWW���� _ - M, 'Y'�t1 `� - P Tt �' � - n'�' 5.':WAM��'��-�' :' 'M-P, ;; - . ,Lw, L .. ., , '4��:'6' , " , . L , �� ''k 'L �'� " - _ , IN I 8 R'S LIJ, - "�")� " _' ru ��,, , '; _ � ' - _r - " ��_ `�_ �� , , A 5?� -f '��_� "M?,V4z 4�ffl -4 � "L , L ' ii,j�jl g,.e_S - . . - , � 7 ' _- Z _�_7�lrly'_.1_11_ _��'� -, Z' _"'�'oP'QV, -_-_,,- 4,_ _,r ' � ' _' _ - �F_ , , - - Mt - -1 , %-'W'��'��T',�� � ; )' -��"`�'�'�'___""` ""_ - . O�M� AmwwtfvmvmmwwgwgzmmmRmmwg�;WWDMSMEMMR����?��*���� - , , 1_ 1, - - � � - _�_� L ,'I " .1', i.� .,--. '___ _,W . -.1-F, ---"--, _ Z--_ ��-'_��__ - — �__Y� -1 '_'__._'- _ -_�' -, �.'_;'� � - - = Clio -0 LL 22.gl Entity or 2&L 21k Date frenlirta 292 Qmk Entity or RAU 293 Date Parnell. "I �111111 Ently or PAL 11111111 Do �2!11 IWAY or DO DAM Dag ftildrild r.ku .5 6 I= Version Manufacturer Contact Enwineer&LIcense Validated B Validated submitted PSCApprig,val Approved status Im version Manufacturer contact ligalow&L.1cow Validated By Vididged eutirrilturd F5C Approval Approved etms Z= Validated fikabril Er.AwayiE A-eviscl Quines ZY111 Varanan B,b,rtt,d FBC Aborstrent Approved status -l-, IW 0 U) Revisi., 2020 TF-ma-TO,Coup-tion Category: Exbnrhcr Doore She's j..P .... O Lyndon F Schmidt P E Rysmi J Kirrg, P.E. (800) 843-7628 PIE-43409 (813) 767-6555 10107M21 09/1 BQ021 10113J2021 12115)'2021 Appr ... d Affifirriation 2020 POTIndustries Jens Rrki Warst-Ded. SCCO - CER Mi.nri-D.d. BCCD - VALL I IMr2D20 liftr2029 IlMlM20 Approved Re.- 2020 MI WIl and Dows Brentshinger AmcdcanArctilectural Steven M. Urkh. PE IOMW2020 lo/off'7020 IGU1�020 Appround RevrsUvt 2020 MI Wrd-,.rd 0- category: WhI Word sting. Arnad-ArciOlect-al Steven M. Lki.h. PE 11122t7020 llmf2o2o 11428`2020 Appooed i 717) 38 Manufacturers Association ,717)317.8454 .4- = CU - . U5 sjaspersonothermatru,co caoudirr: Wind- (94114456-0100 (786) 315-25N Cafiegoay-. Winclarva (717) 30-3300 Mian.lact-Assoeirton 71T)317-8454 ShibCahroar,c Fdoed -3300 InsithOg,ranirvd- =3 ICU SubCatelgorjr. Swnging Evasl Door Aesamblies Compliance Method Evaluation Reloort from a On U'Abcal.g.w: Sno. Hong froamicligponclustliacc SubCareigo,jr. Horizontal Slider b.N,ga1Qrr*d Compliance Method; Carlificatio, Mark or Lmting (D -0 0 _0 Frds Registered Architect or a Dcanded Florida Cormilpfirrics Method: Canniest. harm or using - Compliancii Method Castrileation Mark or Using - -0 Professional Engineer FL*15361-R&P,,du,t, = 2 _C) " = (D IstomJIMProducts O,A[ry A-,- Agailasidlilij,ja Approved low Um Inumat peeks, 0 o- = 3: FL820,113147 Products QualitivAssurance Approvedforthm A-pproyedfarUse, Impact loeslan 4110 bar or Name aaWL&ILLims Apploved for U- Andinzed for use nDale in HVHZ outside HWZ lacept thmign Resistant Pressure IBLX- &= Quality Assurance Aparowed for use Approved for Use knout partial n Date in HVHZ outside HVHZ R.Metard In - - - INA Proelixt Model. wapgr or NUM 1 185 PW C Procluci larecriptilike Qwacl M(Piration Rat In HVKZ Outside HVHZ Rostripent "mum 73 � 72 lrisj.t.d rAirs. 64103nO23 No Yes No -160/-15C -2 = 0 U_ C: — S-# Product Model, Number or Name Product Description Contract Expiration Date in HVHZ outside HVHZ Resistant PreSsillfre 2 SHIi,500 (Large Missile Impact) Vinyl Rngle i-tung WrA 07rjDt2O25 Yes Yes Y.. NIA I HS its Fin and Song. Fnamn 7342 I rsolai.dl Gess 02116/2024 No Yen No -55/-55 - - M 60 M 1 a Thermo-Tru FiberChansid and Smoodi-Star Nomi-I 63#39,13 SQuatiNcti-ImpaciclQuot Opaque lW112M No Yes No NIA 4- 0 > composite Edge Fiberglass, Single Door (I h5wrig/Ouboving; X configuration) Cn _0 E 0 2 b Therma-Trici Filow-C;assic and Smooi NcmihaI69M,8&qvotNon-InVacl", Opaque 1213112022 No yes No WA a) a) L_ Composite Edge Fiberglass Single Dedw with U) -4.- (a- Sde]Ws) (JnsvanglOurdswnq� XO, OX a OXO (n m !E 110— CL Flear-Classicand SO1100th-St2r evarf,gunah.m.) N-Inal 6&#M;S &qudt;Noh-Imp2dt&qu.t Opaque 12f3l/2022 No yes NO NIA .4-0 M 3 C. Therma�-rm Fiberglass Composite Edge Double Door Win Or C: �- -0. U) < %ftoutSKWit�(InSYA*Out%Mng.XX�0)0(0 configurations) 4 d, Therma-Tru Fibei,Cimah, and Smooth-Staf Nommal 7U390 11quo0on-Implact8quot. Opaque 12J3112022 No Yes No NIA Composite Edge Fiberglass Single Dwr I (Inmrig/Oulsivong, X configuration) 5 & Thermal Fiber-Cessic and Smockh-Star Nominal 79#39.0 "�Non-Impsca" Opaque 12131i'2022 No Yes No N/A Compoette, Edge Fiberglaw Single D= with Sidelite(s) 0r*'wgV0utsw.g: XO OX Or OXO configurations) Yes No Nis, Florida Department of Business & Professional Regulator long. I or I Florida Department of Business & Professional Regulation Part of I Florida Department of Business & Professional Regulation Paget &I 1% a f Themna-Tru Foer-Clatmic arid Smooth -Star Normnall 5'o&qucr%No�Impadt": Opaque IM10022 Cornpasit. Edge Fiberglass, Single Door No Building Codes and Standards 1=21 Building Codes and Standards I&MI Building Codes and Standards 110,2021 (InswriglOurtswing, X configuration) 7 g. Th.-T. Fber-Clads.i. and Striceith-Slar Nomnal S'Q&quQI;NImpacAq..I; Opaque 12131 f= No Yes NO NIA Product Approval Application Detail Product Approval Application Detail PrOduct Approval AppliCation Detail 8 h, ThermaTru Fiber-Clamic and Smooth -Star Composite E GO. Fildeqlass, Sing 1. Dw r IM Sidel"(s) 0 ha,.-KrWO.t&vvrng, XO OX Or QXO configurat.h.) Nominal 8S;03quot,NorImpac*uat; Opaque 1213112022 P40 yea No NA _ __ - � - ' _' - �' - - � , :_ -' -7 _'.;��"'W_- .�Er-4'��-_�_--'--_ ;7�'-L ;! - --y-aR -1 � -- - P -- ---- l � - � - 1, z��"'._ � . .. �_Z��;�' ��-' 'r , _�.;�__ , , -'�' � ;-,"IfP -�" -, ,�,%,-�,-�-1:1--����;�����--��A-I:Ii�,����11-113�.�-�f-�t,�,�,�.,-tl--I � �u ..- .- -, ��'� '. - - - . - �" '; '. ___ "" . �$� �� ��" � - il- I � - � , I � - MW�����Z e I I - . _. , _. - - - :1, 11_141�"_'; �m'=�'��- 46- - �' -1 - - - - _' �.' -�E-_�' �--->:,_'-4�"��-Nl - "�'; ,- .: - �'. - _ . - r .1. . _ *WUMMA, r7l" . < Composite Edge Fiberglass Double Door vAth or ago anite or 211A 299 Data lawsebra gdg raft Emit, ar- 2111II a" oat, pandina 2" Qab Entire ar 2" 2di 2IM-RgDlm 292 4 Without Stdielitas (I nevAng/Outsivving; XX or OXXO 11= V-- Manorract,ror copl,rd Enaleuver a U-, vakid,412h, Validated Sukornittild FBC Approval Approved PAW, 1= V-1- ell -fact.- Correct Encrin-A U-,* Vallidatod Ilh, Validated 3.1irrold'd FDC Approval A,- §Ltu Max Verlilon Manufacturer Contact Erradnern, A License Validated W Validated submitted WAporwyal Approved staluti 9 L Thernie-Tru F,ldw-Clasiticarid Strooth-St., configurriationg) Nominal W39.8 &qvotNon-Impao*uot. Glazed 12131 = No Yes No NIA AffinTildbi 2020 PISTIndusir,as Jens R.swivald Miami-Oade 8CC0 - CrR Miturni-D.d. BCCO - VAL 11,05=20 11MI2020 IlMl/2020 Approved R 202C air Whoovs and Doos Dam Sithrig.r We R Lomas. PE Samn M Urch. PE 10;061202D 10JOGOD20 1011912020 12M5/2020 Approved Afflintreflon 2020 P13TIncluspies, Jens Resawski M-1-D.Ge BCCD � CER MI.-D.cle BCCD - VAL 11MM20 11105M20 11MI12020 Approved Cohmposina Edge Fiberglass Single Door Cat."! Wnd-.a (9413 486-0101) (786) 3iS-2590 Ced.garry! i#1n&v,' (717) 3135-3300 PE-62514 (717) 31?-6454 Category: vomdovis (941) 4M-0100 (TH) 315-2590 (InsvvingiGuts,ving, X configuration) Sul,Cat.g.,r. Pored I'Morskimporicalsuitas c Subcatagair. Willars prillwitierairt.d.corrh subcategory: whali., troo-skiMpIzindustfies,c 10 j. Therma-Tru Fber-Clasec and Smcol Nominal M#39,8 8quotNor-I midact8quot. Gla2ed 12/3112022 CosT"te Edge Fiberglass Single Door i4th NO Yes No NIA co"llen. Method! Canific.b.n Me& or I-Isfing om Compliance Method Evaluation Report irom a FI.Ma Registered Architect or. Licensed Florkk C.mptl... Method: Certification Mwk or Lialng .. Sideftta(�) (Insvvirrig/Outsvving, XO OX . OXO FL*2434U4 product Prd,sawn.l Ergi... FLMI-RI3 configurations) Conant Assurance Approved for Usa A,,,-d low thas I.-M D.M. ouality Assurance Approved I, Use Apancrinatill for use ahead p.m. 1 1 k Thernme-Tru Fiber-Ciassr and Sninoth-Star Nominal 68#39,8&qJot.NonImpwAquot. Glued 12/31 =22 Kb yes No NIA IMA Wall. Nudalloor -N- P-W 0-riob- Cort-Ii Ervirrit- CIA, in HVHZ Outside H Rostsitant larra-in, FlultriSISMSProducts Ul'" Product Model. Ifilunifier or ftirritill Product Description Contract Exactfalon car b, HVIRZ Outside KVMZ R"Malt pressure Z Composite E dge Fiberglass Dould Ia Door wth of vAhwt Sideldes (I navenig/Outateng, XX or OXKO 5 P5WI-rurg. Missile impact) Mnyl Fb:,d Whel.. 04=2025 yes yos Y_ NIA 990AXARSMMK Approved for Us, Approved W Un Indanot Des[- I Mull ons for A I Doors an d Winclovit Akiminum MuMons )Sr26,2026 Yes Y.s Yes KIA 12 I. Therma-T ru Filber-Clarsah, and Smooth-Sta r configurations) Nominal 7',0 ".Non-Impaotilcluct Glazed 1213V2022 No yeis No NA a" E"'I"'Mod" ""t""N." 2 5?94 product Description cggljgt��Jift j, HVHZ Dow" HvkIZ 11.0irteral P - - na Varb,.J Aluminum M.16. No Yen Y.. N)A Composite Edge Filtwiglarse Single Door (Inav�ingfOulpswing; X cornigurath,m) 13 m 7herima-TOa FAber-Classic and Smooth-Sta, Nlidmanal 7&At3Q,0&q..t:N.n_Impard&quck Gi ... d lQ51Y2022 No yes No NIA Composite Edge Rberglass Single Door with Sidelite(.) VO.WriglOutsvAng: XO. OX or OX0 configurations) 14 n Thenma.-FruRbar-Ciassic and Smooth -Star Nernhail a9#39:0 &Ati.tNoll mpwt&CILJ&, Glazed 1213112022 No Yes No NIA Z Composite Edge Fiberglass. Single Door onsvongfOubsoveng Xconligurshbon) 15 o Therma-Tru Filder-Clasaso and Smooth -Star Nominal 8UND &qaot,Non-l"Paa&q"'tL Glazed 12/alW22 NO Yes No NA Carrocaute Edge Fberglans Single Door voith S .daliihe(s) 0 nswIng/Outswrig: XO, OX or O.XO Florida Department of Business & Professional Regulaton Pawl at Florida Department of Business & Professional Regulation P.W202 Florida Department of Business & Professional Regulation P.O. I of 2 16 p Themea.7ru Filber-Classic and Smovith-Star configurations) Nominal S'D 4quottNon-I mpact&qwt, Glazed 12131 M22 NO Y es, No NfA Bui Idling Code Is a nd Sta riclards I WWI Building Codes and Standards 100,021 Bit I Idi rig r-c des a nd Stance rds lmrml CarOposthe Edge Fiberglass Double Door vAth or Mhourt Sidelates (In-mWOutIhwing, XX or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail w 17 q Thism-sa-Tru F,ber-Chae. and Shircoath-Star configurations) Ncm-1 69#39:8 &qcot,IN.nI mpect8quelt, Optiqu. 12131r= Cchirposite Edge Flisaiglass, Single Door Wth No Yes No NIA w ---� - ir -p 8, - � � �N' _.�__ -1 �_ �11'1�14�;`I�S�i�4�r§' �f ' �' - - - !, '�4�-�'-"�_-Za' 7 ml�� -.m�'�-�� - 'a__1 -"� _�� _� ,-. , , "; 17 '� - " �� �� - -Xil ��'rj� r _'_ _'�' '0 _'�j � , f';-` a- - --" _- , ..3 . ', - , - , �--,,-�..r�-7----,-t.,,-.�,-4,,-�, -, -" M , 11 , ��"-% Z I V , � -1 __ - -I, '- , �-'�ZF' .----,, - _i. - --- � ����w �;�V' � �- - � 1-711 - - L'JgM.�. -_ '- ' - ',r, �.�' �-'_�'_-'�.'��' .���:" ',r,' - 1m,_.- .g"" . -- �' _'-"*;�'C-_!�� ,- I ' -- - - - ,��-.�5,-"5�_r."""-,�-�-,-�, - - �� � � e',� -'.��'�� �,'�-N--,��A,A--�-�;�;,���,�,�.� � , , I "� � . , - - �-- ,--- Transom (I nawn9JOutswirg: = configuraWn) , 'R-L '--i -. MR2"N '-i�i_-_i,'%�O '�i�� , I � �:,!` 6 '� - - � - � - 11 " v� - , , � - � '� i . .7 - � � - - � �'_ =-,- - !�Z �i'��'� , , Z'_'�.k-"' � -Z '-";xV -- - ,N7 � . , ":' 1'�'� I I , �u - k? TNVP�' _..' � 4���� _ , � '31-T, 7, -Z'��.- �it -'? .":-', N�� ,f _'t " 0'0% I., . ttp - -, , �t�z WW�-'i�' -V 18 I, Themns-Tru Fiber-Clawas, and Smooth -Star Novinnal S9#39�8&quctNonImpad" Opaque 12610022 No y" No NIA ;aidlll lintity Do& -291 Dathe Pahang ftf f1glill. Entity, or 2n 201 Igatir laffidna 2ft QW11 Enlit, a- 2KA 2KI pate pandina Re Composite Edge Fib-gliass Sing I. DocrvAth Sidelite(s) and Transom (I n-inglOutsWing, G/XO, mm Version Manufacturer Re'Wori 2020 James Handle Bunking Products, Ind. Canted Enoinew&LItherst, Validated Or V,kd,t,d Sub1thted FSCAcwnGvW Chad Diacks V. And,.- Tars John Southard, P.E. 01/35=21 12JUnO20 OIMM021 Approved aullia dhtg FBC Atdp,� Z= Wine- M,G,&,Wr, Rev.- 2020 Ali- conted Enalueer & Licandso Validated Bw Validated Submitted FOC A-val A-vad 81.1- 14cl, Th-pson Lyndo,,F Schmir9,PE "nJ "OPE 02115r'021 DV15M21 02=021 W312021 Approved nm version Manulfacturer R.,49ion 2020 GAF Contact lbraindier 6 License valued BY valichm Sublil PlIC Approval Approved status Michael Sian Robert Nur-n- John W KmdoI FE 09,26M20 000112020 1WOW020 1211512020 Approved DICK or COOXG comfigunatidirs) 1213112022 No yes No NIA category: Perot Wells (909) 541-8350 PE-61882 �352) 367-2528 Cadegaryt Panel Wall. (330) 922-2389 PE-43409 (913) 76745M Catirgery; Robing (600) 766�Ai I PE-W66 (064) 772�M,i 19 9. Thn-Tru Pd:,ar-Csmo and Smooth -St., Nominal 89#3O;8&qu�Non�lmpao18quct, Opaque Composite Edge Pil)ergLadse Single Door mth SubCategorr. StIng ch.ddIa,dkM&jwra,hdrdi SubCatepry; Sciffih, rithem"em(italed, a- Subcategory: Asphalt Shingles mat"Glad.com mi Scalite(s) (IO-910.t-Ang XO, OX or OXO Carrot lance Method Evaluation Report tom a — Carnpli- M.thW: Eva..h. Report fr- � Cornpilerrealrelbod: El,al-lion Report from a Continuous Head and Sill configurations) Florida Registered svenflect or a Licartancl RoOcle Flovid. Registered Architect or . Li-,.d Fl.dd. Ronda Registered Avchfiect or a Liconaad Field@ 20 t Therma-Tru Flte,,Classic and Smooth-Shir t4.�intl8&039:0&qu.t,N.,�1,Va�t&cl�ot Opaque 1213112022 No Yes Nio NIA FWassiomil Engineer Pre,fasakinest Eron- Prafessehal Engineer Composite Edge ciberglaw Single Door with FLOW112124-FIZIR Products Or OXIO I'LIM3111I Products Is U115272-113 Pladucts Continuous Head and Sill configurations) Quality Assurando Aww#d for Us# Anaroym! for ths, WIDWA Design Quality Assuranca, Approved for U, A-ved! for U. knial 22alm Quallity Ativurame. Accroved for Use, Awroverl for Use loubla 2211M 21 u, Therma.Tru Rber-Clasete and Smicath-Star Nominal S&X39;8 8,quothlon-Impact8quot Glazed I 2Mf2O22 No Yes No NJA §MA Product model, Nmba or "am Contract exabrielorl area, In HVKZ out" HYRZ Resistant Pressure 8-40 far." Modal. Number or Me- Product Description Contract ffxiplrail� Data In NWZ Cluislela, HVKZ Iteaka.1 la'arratim At" larpOl MQd,L Number dar War prodlict Description Contract Excitation Date in I1VHZ Walk* HVHZ R,W,rA Phn- Composite Edge Fiberglass Single Door with Sidelleia) (I ns,Airgi`OutsWng: XO, OX or OXO I Camped Lap Siding ilb-camark top akg,g 1261112M Y. Yes N/A NJA 1 a &qucc,'2T&quat Sent Verm, or Sold V" Sent I V31 r2023 No Yes NO NIA 1 GAF Asp In nit Roof Shingl as Fiberglass refinforroad 34.h. lems,,tred. 5-ta to and 12116W?2 No Yes NfA NJA Continuous Head and Sill configurations) No NIA 2 Hardi.Pienik Let, Siding ilber-me,nt soaking 1MM023 Yes yes W/A NIA 2 b &qud.AJId T4&q,d: Scfflt Z c,":Greabrier�MntageB49ded' Sofflk Vent Or Sdid virryl Sciffit 12131cZ073 No Yes NO WA Vem or sold Vinyl Will 12J3112023 No yes w NIA mpincig. .when 'hangles C-3 I 22 v. Therma-7ru F ber-Classio and Smooth -Star Nominal 8':0"Non-Irnpac45quot Glued I2j3lf2022 Composite Edge FOserglaces Single Door with No Yes 4 d licluct:059ciLd" t Vent ar Sold Vinyl som l2w,:2023 No Yes I MIA 117�j C=1 Sidellia(a) (IrsvAngtOutsvmg; XO, OX or OXO 5 a keitict.Charthar Dal,Zquolt S,ffft vent o, Sold Vmi,i Sent l2t3lM23 No Yes I NJA C%4 I - "'� C�rrtmuhous Head arid Sit comfigursbords) 6 f &quct, So"r Spa"quot, Soffid Verit or Solid Vinyl Scifilit 42,`3V202$ No Y., No NIA 23 w. Therma-Tru Fiber-Clasak, and Smooth -Star Nominal U#39,8 &quccNcn-ImpacI"% Opaque 1213112022 No yes No NIA 00 Composite Edge Fiberglass Door Pawis Ath Vented , I Sid.liws) (IF-Anglouts,ving, XY, �= or X>= a - configurations) 24 x Thermiss-Tru Rider -Classic arid Smooth -Star Nominal 8'0 Squo0on-Implactilquot, Opaque InII2022 No Yes No NIA 1- Composite Edge Fibeig lam Door Pan" Ath Vented L.> Sidelitals) (InsvoinglOutswing: Xy. XXXoIr)0CKX C� 21. y Ttermia-Trit Fber-Chruld and Smooth_SAdrr configurations) Nomi�tBU39:8",.Nom-impaci&cluot,, Glazed 12/3112022 No yen No NJA _�o - .1 Composite Edge Fiberglass Door Parels vAth Vented S,deiil (I hsQ,WOuR.vv.gr XX XXX or X)00< � Florida Department of Business & Professional Regulation Page 1 oil Flonda Department of Business & Professional Regulation P". I .ri Florida Department of Business & Professional Regulation Per 1 of I w :II. configurations) Building Codes and Standards Ia&-.021 Building Codes and Standards I WWI But Idl rig Codes and Standards W2321 CD - C= 20 z Thermia-Tro FbInr-Class,c; and Smooth -Star Nam nal BMW 0 ": Non- I mpacdcuot. GI azed 1213V2022 N . Yes NO NIA CM. C=1 Go Orposits, Edge Fiberg Ia" Door PQ nale vein Vented Sidellite(s) (I nsvvhgtOu%whg: XX, XXX car XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail . tj Z3. to c") C-4 27 za Therma-Tru Fiber-aa5sic and Smodth-Star config.ralt.m.) Nominal 5&";8&quOtNon-Impact" Glazed 1213112(122 Composite Edge Fiberglass Single D= W3a.0 No yes, No NIA = -= ..; = = 1.� >4 0- . _fk' �'*' `-� '-, -�"- -i-.- 1 - � �� � ����4_11i Kf� -",V" '-, . �i��' ��_s "!�. , 'QFf, � --savR5- A 1-1��1--�-11.)���-�-,�,,�,-��,,, � , "WWWWRivErU s_ !� with .3 1� � �..-*-,*",�Z--����!-.,��'--.---.���---,--:,-,.����.�, , � "� �A�r65'�� i'_��'� 5dalite(s) ons-glOuresy-g: XO. OX or OXO 22512 Entkv or 2di 2111111 Dar, P*,d- RAI Code grinity Or R" IWI oat la"wilm ZMA fL96 - Enter or 2a 2m toor Reftolm 2& . 'n '= 17.4 = 28 zo Therma-Tru FiDer-Oassic and Smooth -Star configurations) Nominal M#39,0&quoI;Nan-Irrpadt", Glazed 12r3112022 No Yes No N/A I(JIM V-- Manufacturer Contact E-indedl License Validated air vIfiderred Submitted FSC Approval Approved a" MW voinsfica, M-f,A,- Contact EntI U-ps, Veliddecl 11W Validated Outwitted F&CAssoroval A,,,-d Alba T'da veralon al-fact.n. correct 1%withear & LI_ w1dated my Valldwal submitted FRC Approval APW-W Status Ln CD -cc - c=' .fs C�' ::4 Composite Edge Fiberg lam Double Door Wth Re.- 2020 TAMKO Building Products LLC Komi Edeat R.Gon Niongron John W, KnozeAch, PE 10104/2020 09f2912029 iW1212020 12M51W2O Apip-d Revskv, 202a I.M. Thorripson. Inc Goa Thompson Arlhaecltrai Maras ComparY, 01 T.y Chirstrian Zachary R priest Steven M Urich, PE GSA Fri= W16f2D20 09=020 lZO!yW2O Approved 3) 24e-3456 PE-74021 Revision 2020 Holds Met.] Products ire, clitirkjones James L Bucker P F Q Steven M. Urich PE DW21r2020 09,2512020 10JO412020 1 2 11 CV20 20 Approved W 3: -a W w 3Ƈ.0,9id.lit�s(J�.�AngtOutn4�g OXKO C.1trigurry; Roofing (417) 024-8644 PE-nl[56 ,954) 772�6224 (TAMC (81 i717) 317-8454 Category: Rooling (904) 783-9400 CBUCK Gi,pneering (717) 317-8454 w = - = configuration) No Y- No NIA SubCatarphnr: Undensymerts karri-eaderoarrik. - Caregary: Recent; tonyou.'ethompling- Subcategory. RoclingAdcavachra that are an o.koflame...- PE-31242 . F_ 5; = = 29 - T h.-Tw F,I;w-"-c and Stincidth-Sla, Nominal SM39.0 &q..LNen-IrparuA&q.o1, Glued 12J3112022 COariplanos Mothock Evaluation Ration trom a "Cat ry:RhoolingAtesda-1.1hatare. "i'd IntagralPartol'theReelfingRyster, 0 w - .at Composite Edge Fiberg Law Single Door with 38AF,V., 0 XO, OX OXO Rorl Registered Architect d, a Ucersed Floricks Integral pan ,fine Rooting System Compliance Method: E�W.rit R.poil from, . W- . - 3: T Sidelite(s) (InavvinglOulavving: Or configuration.) NYA Prefara-al Engme, Complistries, Method Evauston Report ton, a Florida .oehaO,dAr.hdesILL-n-dF1� Flonds RegsteradArandect or a L-sed Flonda Professional Engnw -;; w -0 30 zd Therma-Tru Fiber-Clagare, and Smooth -Star Ncvrical M#W() &qLoI%Non_Impact" Glazed 1213112022 No yes NO pTor_R Mal Engineer = . W w Compowca Edge Fiberglass Double Door with FL*123211,wlltli Products FLIM53"2prowm = C= 3&1439,0 Sidefites, (Inswng/Outsiveng, OXXO Qu,RI,w A-,- Accorrhard for Us, Andic-oll for Use Impact Deal- ELRIB@l t-R3 Product, - cc '�_ I configuration) $-# Prodod Me". likarelber ar Na- Product Df ... late, Contract Enalrdim Data 1, HVHZ out" HVHZ Re.latent Pro- Quallty Assurance AmovedforUse Approved far Use IFIRD&V Deal=) Quality Asecannea Amrmd for use Approved far Also knew Deslon �� ..:- _= 31 za Therma-T ru Floe r-Cliamic an or Smooth -Star Nominal 7',0 "No,Imp2ctS<uOi She left 12J31/2022 Set- Composite Edge Glazed Fiberglass Single No Yes No NIA I TAMKO Roof Lincierlayrrame (HVI-2) Roof undoOlaymerts for use 0 F BC HVHZ 06129f2023 Yes P40 NIA WA 201 Product All . oat, 1, HV1Z outailde HINI'Ll! R..l.tand larassaura Ia" 3 3- FLAMCO &QtKv:RV 10 Ridge VIN&Guot: Product D-Jobon it, HWZ 2611aillUDW R,W,t Pr,,,, Aluminum Ridge Venst for pitched recta labricirted 12J31,2024 No yes No NIA CL. E D--th Or Without 1 '.2 Sidefile(s) junsollotions I TAMCO Fla Top Off-Rdigo Vant %Ali Done lor Tic 26 Or. static roof-IR.1or ,,Rhi Deffle QW09/2026 yes Yes NIA N/A from 0 025'Aum,um CD OnsrowingtOutsawng, X. OX XO or OXO wrifiguriabons) 2 TAMKO R-1 Uhoans� -rts (N0N-HVHZ) Rool-daftyrnert, I. us. in F BC O-14VIa 0612912023 No Yes WA N)A 2 TAMCO CkosepockV.rit 26 Olt. O$*Snc)2S No Yes NIA -01-52.5 u idwisdictions 3 TAMCO Off-Rido, Rod Verm v,rtth Bank, 26 ga. stabcroofvamflat� with integrated baffle 09IM026 Yes Yes NIA N/A - 4 TAMCO Round Top CIff-Ridge Vivit .th Raft for no, 26 ga- static roori'ventilater �.Ittb baffle OWWO26 Yen Yes NIA N/A I JD l Florida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation pae�i al Florida Department of Business & Professional Regulation P.O. I of I Florida Department of Business and Professional Regulation Building Codes and Standards W/2021 Bui lot rig Codes and Stands rids 117)2021 Building Codes arid Standards 1125M22 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail w - __ '.0" _____ . -. - __ _1 _ - � � S. - I - _'__ , � , -� , _*_' ;;a,'w`__ __ T'��.rt� ls'� _�"___ �____�""14��.W_'__111_' - _" I - F� , .� I � - - . - ' - ' I �'. � - , V_i �ITI_ I-. �_' i�_ � - �P --- �- � �' w ;�� t'_ "-I I - ' __ 1 I `5 I _' L _.' - "N"'w, I - - __ - - W'. 1, - . �' - -��-' -W. ,,, - %��--u- .- - � �' � � �' -i! -, i'4,F - - - - ' � kp"- - -Z -". - �'_ -,--I-- - - ,�'.� I ��r'j- .� , , - - -". � , , , - �i ig� ,m '- .'� , 6, � e,�� ! , p, M_ �����TT�S�X� �: " -AM !E!"4v- - -. ' - - ' ':�- -_'-�-' -7- -.- pg _' .�. 11, . 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Liner, PE I 112312020 11123m2o 11,21912020 21111 A-vold NA114 Gang FBC Appr- Q96 11= Version Manufacturer Firm- W20 Borst Roofing ERIne or 2" 2" Data Pandina 2at Coined Erraltearr & u_ Vaii"Id W Vdld,Wd Submitted Fac Approval A,-,,d 2L"& I And- Rabin LAPIMO Uniform Evaluation G.r,VV Walker 11/03)2020 11102r2020 11MU2020 Approved Code im Version Manufacturer RovIIII01 211211 Global PlIfisellOO Products, LLC Entity Dalle Data Date ft,.dl,q onto Contact Me Validated By YalWalled submit tied FBC Approval Approved statu Thin 11011"01 =lt11"'111P E John W Knuerner, PE OWMI-10211 091D8,2020 1-1— 12115,2020 Approved a) FL#6269-R31 22" Entily, o = 2dk 91tit Oft Status Caspilichy: RoolOg (501)983-6163 PE-31242 (717)317-8454 Category: Ream; (801)380-"l Sel,oas LLC (205) 854-0160 Categorf Shutters (954) 889-7545 PE-44107 (9S4) 772-6224 b, I .pe VerSiOn Manufacturer Contact 202C USA Maury,Alpert, fag In eer & Validated y License John W WildatIlid Submitted Pending , ARDroved Approved 1 WW920 102212020 FBC 12115;2020 SubCatagary! Rooffing Access- that .... Integral Part ofthe Reoffirg Syat- Compliancis Method: Evaluation Report fron, 8 G.IleyCloreandoe- S.bCar.g.rr. Placing Tilee ComiallaOca Method: Evartiaton Report from . Product Evaluation Entity RobinAidlactomillboral do in � Subcategory: Stwm Panel, Compliance Method: Evaluation Report from a F bricla Registered Arch beet v a Licensed Florida thrin roldintion@gIppent dern Revision POLYGLASS Category: Roofing SV>42331330Smalpert@polyglass.com Robert Nierninen Knezevich, PE Aw=yAi FlondaRelsdertdArchnect�&Ln��dFl�ida FU19724111,41112 Products I Professional Fn9mlaer Subcategory: Underlayments PE-59166 (954) 772-6224 11101=20 Professional Engineer FL#17282-Rf P-1luct, At" Number or N.- CIARWAsuraw Approved for Use Agaravecl far U" Impact D#Am lar.clud M ... iscon coribit" Erialcatuan am, in Hyliz OIAWd, HVMZ Resistant pleragurs, � FLNIOOTB-RS PrOdUCts Quality Assurance ApproyardforUse ApprovedforUse Impact Deakin Compliance Method: QuatyAnuruxe Approved for use Aporciael to, Use impact Deshan is . S%O., Country Sed.. Spit Old Enghalt E� -ft Fiat Prolls, - Denver. CC I Ml=70 N. Yes NfA KJA , product I I "w"Itt, or Name 29FI_ Product Ciesciripticiff Contract Expiration Daft in HVHZ Outside HVKZ Resistant Pressure, E Evaluation Report from a Florida Registered §29 * Firtsduct Model. Number , r Higa I D,,k-Air' DA-4 or TRI.Budf Deck -A, DA-4 Contract Extildratoort pate Rn HVHZ olurt'llb HW`Z L- Preis. Pohypropylem. Pasti,,, Roof Vert 12AW025 No yes Resistant F ,_ Me -9? S?-s7_5 -rhatch Ump; Impact 17 Sad. y NO - State, Shake 4 amp: Split Shake Fk,tP,.RI--SIcdIddr CA 12J31M21) No Yes NIA WA I �T_ 1 sa �anaed Steal Storm P%un.WHVHZ Gage , Cmugated Galvanized Steel Storm Panels reburied 121310M Yen Yes Yes WA or not by tracks to provide hurnoarie amitedbor. -4-0 Architect or a Licensed Florida Professional MaereeflettlyAti to Ply,svood Deck is Suory 800 - State Shake 6-p: Spit Shake S Saxor, 700 - Shake. give Aarnp; $OR Shake 20 S&= Shake SIM. a...P: Spin Shake Flat Prolne - Finite, CA 12nlnO2D No Yes NIA NIA FInt Profile - $(ceirtm, CA 1213V202D No Yes NIA WA Flat Pronre - Risk., CA 1213112020 No Yea NrA WA 2 24 Gage Galvanized Steal Storm PsOhelafNHVHZ Corrugated Galvanized Steel Storm Parrals retained 12al/2022 No Yes Yes WA or not by tracks to Provide hurricarie protection = (D 27 1.4. . . I Barcelona 4gh Picille - Katy, TX 12131=20 No Yes NfA NJA a) Engineer 29 Villa LmProfto- Katy � 12M1,202D No Ya' NIA WA FL#6259-R31 Products cluaigy, Assuranc &jQM2KLjoLWR Anrz2A112LVM LM= DON Contract Eiggiration In HVHZ Oul H Resistant Pressure = U) &qlit Product Mo"� Number or N Prcrclukda: Deasorlistion oat. 1 Po�ygl as Roof Unclarlaymerits Reeling underlayments Td?2112022 No Yes NJA 4WAJ-622,5 1 PC yglass Roof Uncleftyments lHVHZ) P*glass roof underlaynientS for Use IM FBC12J2312023 Yes No NJA NfA � CIO WHZIudisdidlions. > 2 Polyglass Roof Undeftyments (nw-HVHZ) prolyglass roof unnerlayrin ents, for use n 12?23WZ3 No FBC non-HVHZ jurliadotlards Yes N/A -WAI-672.5 Professional M 0 IN NIA NfA Florida Department of Bustri Regulation page 1 .1 1 Florida Department of Business & Professional Regitialgon P.ga I &I Florida Department of Business & Professional Regubtion Page 1 at I 1 Polyglass Roof Underlaynnenti; (HVHZ) P*glasS roof underlaymentS for use)n FBC12123r2OZ3 Yes HVHZ ittrittolicb-, o Building Codes and Standards 1/25=22 Building Codes and Standards I/?QM Building Codes arid Stardards W122021 L_ 0- 2 Polyglass RW UrideftyrneritS �ron+VLi�) Polyglam roof underlaym ents, for use In 12i2312023 No FSC ncmHVHZ jurisdodordi Yes NIA -NJA/-=L5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail > OL 1 Polyglass Roof Undedayments (HVHZ') Polyglass roof underlayments for use In FBC1X2Y= Yes HVHZ ittirihadicl,chns NO N/A WA 0 < ��"_ `�11111�1',�,� --� I zf_. . I " - � __ '_ , �__ _�"� �_ � �__ - C���' ,,- �i- �--' :;"�"��,'��'-o'��'.;" �-��-' t� �' -� - � '�____ - �M__:�`11_____ -1,37-1, I � t�' ' A-0401h AV" -`�- �-�vkk"'� zt _�� - " _111_1"�'_ '. ., �'.'-'_. , , X'1�11� , - : '__ � , " .�.� � - �W im Q �-" *0*w?','L iv% i-- mw�'_e ��,-- " '%E' W�q" ii��-' 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass ro& undelayments, for use in 12i'231= No FBC O.n-HVHZ jurischatiore Yes N/A -MJAI-622.5 921111 T_ Version Manufacturer Entity w 21A Pik Date Istandina Contact Enithriener & Ucense Validated Validated Submitted FSC A ppro"i 22A Approved starto r§&it MUM Version, M ... ftdu- Entity or Palf M Date Partied 2n submitted FBCA-14 A-vad At" code Versiori �" - - , awry 291 2n M, Pend- 2912 " 'allaaaaall Polyglass for use In FBOIZ2312C23 Yes No NJA N/A p.w.h Alpha -TYM Ucenm Validated 5i, Valideled Submitted Fac Aachay.l Astarovial SIM, & 1 Polyglass Roof Underlayments (HVHZ) roof underayments Revision 2020 AllAmerican Shutters and Glass M ke Beriberi Frank L Ben nardo, P E Troy Bshv:,p, P E. 10,W2= 10115�2020 11IM2020 1211512020 Approved 2020 Stuart L-4, ICC �,Muatlon Service. LLC willorm M Ranlemi. PE IOC112020 IM212020 il,05M20 II)Q5n020 Approved Reveran 2020 Comirrharcial Cancroh, Products.1ne. Robert ORI, a - - - I A. Gro,hotirg John H 1211612D20 l2n(W2020 12r,W2020 dig FaC Apes, Oy 0 2 HVHZ junedid,cers, Polyglass Roof Underlayments (nor-HVHZ) Poinlass roof underlaymerts, for use in IX23=3 No Yes NA -WAI-022.5 category; Shuidars SubCalegory. Storm Panels (561) 7124882 PE-0046549 (954) 947-0880 mikelititaltannericarnshutte Category: Struct.OW Compo ... is SubC&.Sc,, Trasa Rat., (321) 710-3377 (407) 681-1917 slav,iscallpirsitv, com Category: Structural Cornponerics 3utiCalegory: Ptodum Introduced as a R-It of pr Sl 5) 659-1707 =_34 245 057,589-5311 P'-_-Whv@yah__ =:) FBC noO-HVHZ jurisdiction.. Compliance Method: EveduationReponfroma Fiords Registered Architect or a Licensed Florida I's Com Conplianon, Method EYnhurnion Repent tom . Product Evaluation Entry I'l-Tachniclogyr Compflard�i; Real Evaluation Report troin alo Professional Engineer FL#ISBM7 Products a Fl.nd. Registered A�hhacl or. Licamsed More. Pr.4-had Engineer 0 EU113MU1291111111i QuWlty Assurarrue, Aw ... dfortl AlissovadlosrUm I"I'sact 13-10" L_ Sao! A Prod wet Model, Mom ber cr� Nam a QualtvAssunfil Approvedfork1se AncrovedribrUse Impact 2m= Product Descripthort Contract Expliation Date in HVHZ Outside HYRZ Resistant Pressure smo Product model. Number or Nam 1 ITW BCGWalne 1,10- Strength (H &-p 5) product oQuilp"on Contract ENDMIM Dan, In HVHZ outside HVIC Resistant available Motel Connector Plate iV51=24 Yen Yes NIA NIA FU111744116 OU41N As-- Aporandadscrij, Approved for use ing-t pass, 0- 1 249. Gal-nagel St.tO St- Panels 24ga Golvarizzo Steel Storm Panels 1213112022 Yes Yes yes WA 2 ITWBCGbkIp,w Hing. Pat. Metal cormectorr Plate 1213112024 Yes Yes NIA NIA 9111 Pro" Modd. Number or Nam Product Descriptlon Contract Exurallon oat' LL�12 okilludit Hv Resistant Pressure < - 3 ITW BCWAGWW Trulas 4 ITW SCGIAMhe Wave Metal cortnedar Plate 12J31W24 Yes Y. NtA WA Met.[ Connector Fvwe 12131=4 Yes Y. NIA WA I ou"Ifily Precast O, commercial convenes Products Preow and P,"t,.md Concrete lurtell, QW512024 N. Yes NIA NIA a) V) 4-MMMIN M M 0 =:) < 0- Florida Department of Business & Professional Regulation Building Codes and Standards Page I a 2 10mrx2i Florlda Department of Business & Professional Regulation Building Codes and Standards pez.1 .(I W1441021 Flonda Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards 90"21 —0 i........ I Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ ICU - � . -�,ft _'�r . ?� '��' , , . ' -_ ' - - - �_' - I " , �� , =jP � '_�r_'" , iiMl �.' -, - " - �1�"�--�_-`�-' , �'f��Fw� AWMA, 06-bew MEMO P"N Wlftft ?W"N. _ ' .' . 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Let- P E, 02,92a021 10113/2020 (253) 924-6476 (GaS� 839-3288 Rctoart.2aId'.vr@..y.r,. OM=021 Acipr000d Affirmation, 2020 Aphe AlurrinvOl, Inc, Catiagwy: cone V,%Ils Joan Slive Lun; R. Lona. Steven M, Urich, PE 11MW2020 I iflor2o2o 11/2W020 Approved f4OF, 509�2038 PE-62514 (71?t 317-8454 < (D Sulticalapaq: T-s Plains _I_QmJi_m (205) 599-SBOO SubCal,gary, Engineered Lumber compliance Method; Evehus,on R,PdA froo, a ..a.r - SubCat2pory: Sciffits Report ollphainuminurnsidgy'lic, Z Cornpliarce Method: Evaluatim Report from a P,.d.d Evaluation Entity p roduct Evilauation Entity CaeaAlanc, Mothad: Evaluation to. . F-da RegitderedArcho�t c, a Licensed Florida .'ow = __j FLA652TAII I Products Prolf-her., Engineer FLIWS?4t3Pt,du,t, Quaflb, Assurance ARME29=m bilwagILUL11112 lauja 21= rLOO54"5 Pr.dwt. < a"Ilt Product Model. Number or Namis Quality Assurance lar V4,60114101) Ausul for Use blmvHz Approved for Use WSW H IMDM Resillsiatilit Deslon laireasure, 2211 Procithelt Modid, Number ar Nam Product liescrotton Contract Expiration Date In HVIiZ Oulside, HVHZ It"Wart Pressure Approvoil for Use Impact 043101 _j 1 miaAKS l8g. th,gh.trartithir-comnactorplitte 12nl/2022 Yes Yes NIA NIA 1 Mitred- LVL 2 Pareffam PSL L.-Reti'Ven-L-Mr M1,2023 No Yes parallat Shand Lumber 03131/2023 No Yes N(A WA NIA WA 2" Product Ill Number or Nam Product Desco,ti- Cortract Expirallm pd. Winn Oullisicip HVHZ Resistant F-,,, e- 2 M168HS 14 ga- aLiper h Igh strength truss connector plate lV31M22 yes ye, N/A NIA 3 T,mb. no LSL Laminated Strand Lumicer 03131=3 No Yes NIA NJA 1 Alpha Aluminum Sold Wo Vented Aluminum Soffltr Alpha Aluminum Solid 4anv: Vented Aluminum OTMO,2023 No yes No NIA 3 mile 16 ga, truss connector pate �VJ1=2 yes Yes NIA NIA 4 TJ Rim Board Structural Composite Lumber or oriented SnOW OW316?023 No Yes WA NIA CMIJ Unno; Wood scery CMIJ &.Ont� Wood I SHEET NO. MTISMS I shertilh:�-'1:conlect: 'Ona 2f3iQG22 Yes Yes WA NJA 4 " g' 12131,2022 Yen Yes NtA N/A coard Rim Board 6 a MT20KS F_18 MTIS ,:,I 2G 96 't iltheigth .had plate Ia On, tross -.ad. plains 12131=72 Y. Yes N/A N)A 5 Vveiremaeuser R M acend Dremed Striand Board RIM Board 03nlr2O23 No Yea NIA WA 7 TL20� MT20 20 ga. 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August 10, 2022 PA 10 2 aL ll _ ■ t �I a L-r•r!mrrrm e� I __'1 L _ _ �__ � �- �_ � � � ���I� � ti I W ^, tr W U N L -0 _ Simpson Strong -Tie 2020 FBC Approved Products Updated 12l30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30l2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 O L - For direct links to all SST approvals Wed below, CLICK HERE For direct Inks to all SST approvals Listed below. CLICK HERE. ® For direct Inks to all 8ST approvals listed below, CLICK HERE ® For direct Inks lost SST approvals Isted below, CLICK HERE W �1 LL For additional information regarding Florida's Statewide Product Approval system and Mami-Dade County Notice or Acceptance (NOA), CLICK H ERE. For additional information regarding Florida's Statewide Product Approval system and Mann -Dade County Notice of Acceptance (NOA). CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice or Acceptance (NOA). CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mann -Dade County Notloe of Acceptance INCA), CLICK HERE. = V -0 .0) U � to FL192355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- 9116" and heights ranging from 4-5116" Lo 11" Concealed flange V Sea # Product Model. Number or Name Product Description Sea N Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O O _� 1 Titan Stainless Steel Concrete & Mason Screw Masonry (TTN-SS) 1/4"diameter Titan stainless masonry screw 1 A21 A23, A33, A34, A35, A44 Angles 1 BT, BTB, 0TH Brick Ties greater than 3-9116" = L L 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMS714, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 0 0-0 3 APB44. API344R, APVB66, AP666R, APB88 APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 C514, C516, CS18, C520, CS22 Coiled Straps 5f8" and heights ranging from 9-114" to 16" 0 LL_ _ FL#9589 R6 APVB44R, APV668, APV066R, APV688, APV688R, APV81010, APV61D1DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU363-SDS, LGU525-SDS Face -mount hangers CU O (U 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressronlTension Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers M 0 Sea # Product Model. Num bar or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate to 15 LUC26Z, LUC2102 Face -mount hangers , � -0 O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R. APHH610 APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- U) ty L L_ 2 SD91I2, SD9212, SD10112, SDI Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam-to-Colurren Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5J8" and heights ranging from 3" tot 10-15l1G' N O ICU 3 SD9112SS, SUP212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R. APLH26, APLH26R, APLH210.. APLH21OR Outdoor Accents Light Hangers 9 H$24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS.. MGU5.62-SOS, MGU7.00-SDS Face -mount hangers (a �� -4--o 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014 Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5. HSS2-2-SDS3, HSS2-3-SDS3 HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- V) Q SDCF221134, SOCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2 HST3. HST5, HSTB Straight Straps 1IB" and heights ranging from 6-15116" to 19-11Z'. 5 SDCP22434, SDCP22512. SDCP22614, SDCP22700, SDCP22858.. SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Toast Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ. HTS020KTZ Heavy Twat Strap 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/16' and heights ranging from 3-1115'to 13-34" 7 SDS25112. SDS25134, SDS25200, SDS25212. SDS25300, SDS25312, SDS25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12; LSTA15, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36 Sheght Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20. LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724. SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Tvdst Strap Wand heights ranging from 2-5/8" to 11.114". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FLAIDO07-RO 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 1_30, L50, L70, L90 Angles 22 MSTC28, MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC46B3, MSTC6663 Pre -Bent Straps Sea # Product Model, Number or Name Product Descr ltilLg 1 ATR318, ATRI12, ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skswable Angles 24 MST126, MST136, MSTI48, MST160, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATU09-2, ATU139-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, M7S30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30'. 3 BP3/6-2, SP1/2, BP1f2-3, BP5/8-2, BP518-3, BP314, BP3/4-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ2BLZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-516" to 7- 4 CNW318, CNW112, CNW518, CNW314, CNWS18-1/2, CNW3/4-5/8 Coupler Nuts 25 LSSRI 81, LSSR2 1, LSSR2 37, LSSR2 56. LSSR210-2. LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCW812, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66; CTUD75, CTUD76, CTUD77, CTUDST CTUD88. CTUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSI B, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in wdths ranging from 1-11Z' to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z. ML2107 Angles 29 RSP4 Stud to Plate Connector 5M" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD46, RTUD5. RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU2i MMLLi MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.51 SS2.5. SS3, SS4.5 Stud Shoe 5 E35, EG7, EGO series hangers Top flange hangers available in vAdths ranging from 5-1/4" to 6- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST5224, ST6236 Straight Straps 718" and heights ranging from 11"to 32-1l7'. 1 D URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30; T836, T842, TS48, TB54, TB56, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in wdths ranging from 3-518" to 7- 11 URS4 1f2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW812, TW814 Wall Bracing 114" and heights ranging from 11-114" to 37' 12 URS5 5f8" Uplift Rod Run Tiedown System 34 ETC, STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WS106, WB100C, WB126, WB126C. W6143C Wall Bracing and heights ranging from 8-1f2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 11" to 32". FL#10441-R6 FL#1D531-R5 9 HIS series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- FL#10447-R5 112" and heights ranging from 8" to 30" sea x Product Model, Number or Name Product Description Seg N Product Model, Num ber or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Seg # Product Model Number or Name Product Description 1 CBH2.37x55, CBH2.37x7.63, CBH2.37x9 75 Concealed hangers and heights ranging from 10-117'to 26". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in wdths ranging from 3-1/4" to 8- 3 HOQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSC5R-SDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 3-9116" and heights 7/8" and heights ranging from 7-117'to 32' 4 HDU2, HDU4, HDU5, HOU8, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.118" to 23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP7.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33" 6 LSTHD8, LSTHDSRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411 81, HHRC44, HHRC5 2513.25. HHRC5.371312, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9/18" and heights ranging from 18" to 26". 8 MPAI32, MRAI44 Strap -style purlin anchor 6 HRC1,81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/16"to 12-718". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1/8"to 9 Pi PA23, PA28, PA35 PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210 LRU212 Rafter Hanger 5 HHGU525-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 00-SDS: HHGU7 25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-318" to 13-11W 1D PAI18. PAI23, PAI28. PA135 Strap -style puriin anchor 8 LSJ26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10. STHDI ORJ Strap -style hold -dawn 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2 HHUS28.2, HHUS210-2, HHUS46, HHUS48. HHUS41 D, HHUS5.50110 Face -mount hangers 112" and heights ranging from 3-7116" to 15" Concealed flange 12 STHD14, STHDI 4RJ Strap -style hold-down 10 TC24, TC2Q TC28 Truss Clip HHUS7.2SMO version (HUCTF) available for all models having vddth equal to or1117-4 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422; Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-314" to 15-3/4"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THAI1,81/22, THAl2.0602, THAl2.1122, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1J8" and heights ranging from 5.318" to 28" l� 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed 17 HWPH series hangers Top flange hangers available in wdths ranging from 1-9/16" to 7- t. 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5-318" to 32' C 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26; THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in wdths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- �'"� •tee^,, 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.7f8" to 19-114". Concealed flange 5/8" and heights ranging from 9-118" to 16' `p 17 VPA2. VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HJC) available for all models having width equal to or 19 JS series hangers Top flange hangers available in Width of 1-91 heights 18 VTCR Valle Truss Clip Y P greaterthan 2-9116" ranging from 5-3/8" to 7.1l4". L p rt p 10 HUC01.81/9-SDS, HUCO1.81111-SDS, HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 J13A series hangers Top flange hangers available in Width of 1-9116" and heights u ra N SDS, HUC0410-SDS, HUC0412-SDS, HUCQ5.2519-SDS, HUC05 25(11-SDS, HUCQ610- ranging from 9-3116" to 13-118" 0 G SDS, HUC0612-SDS .r +- t N 4 Ct14 L N v • 3 ee m v w c C aI <0 0 Simpson Stroh -Tie 2020 FBC Approved Products Updated 123r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/n0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30020 � Simpson Strong -Tie 2020 FBC Approved Products updated,zr3or2o2o ®For direct Inks to all SST approvals Wed below.. CLICK HERE. For direct links to ail SST approvals listed below. CLICK HERE. For direct Inks to all SST approvals Wed below, CLICK HERE. ® For direct Inks to all SST approvals Wed belaM. CLICK HERE. For additional irnformaton regarding Florida's Statewide Product Approval System and Mom -Dade County Notice of Acceptance (NOA), CLICK H ERE. - For additional information regarding Florida's Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA). CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA). CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), . If.K H R . 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-115 18 S/LBV1.56, SILBV1.81, SILBV2.06, SILBV2.37, SILBV2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3f8" to 15-1/8" SILBV3.56, SILBV3.62.. S/LBV4.06. S/LBV4.12, SfLBV4.28, SILBV4.75, SILBV550 6 Strong -Bolt 2 (ST82, STB24SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model. Number or Name Product Description 19 SILTT20, S1DTT2Z, SIHTT14, HI HTT5 Holdowns steel and Types 304 and 316 stain ess steel ranging from9-3/16" to 13-1I8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, S/MST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSBSS) Titen HD Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 5- 2 HRS6, HRS8. HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-112' 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP; DSP, TSP Stud Plats Ties stainless steel, or with countersunk head i1 carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1t4" to 5- 4 THGB2, THGB3, THGBH2, THG0113. THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-112' 5 THGQ2-SDS3, THGQ3-SDS4:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HO Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in wdths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (f HDB25158RH, THDB37158RH, THD37212RH. Then HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24' THD50234RH, THD10212RH) 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-1/8" FL#11473-115 FLiM 3904-RS 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from I.9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Per Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.52-SDSG CCTQMS.50-SDSG, CCCOM3.62-SDSG, CCCQM462-SDSG, SQa # Product Model. Number or Name Product Description 3 H16, HISS, H16-2, H16-2S Hurricane Tie CCCQM5b0-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24 HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ErCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ErCLLQMD4.62G-KT, ECCLLOMD5.50G-KT; ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Stroh Bolt 9• 2 ( STB2 ) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44. ABA44R, ABA46, ABA46R. ABA66. ABA66R Adjustable Post Base 7 HHFTA16L HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUMTOO, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (T7N2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46.. ABU45R, ABU5.5, ABU5.6, ABU65, ABU66. ABU66R ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4-SDS3 GirderTiedown 4 LGUM26.2, LGUM26-3 LGUM26-4, LGUM28.2, LGUM28-3, LGUM28-4, LGUM210.2 Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ^' W ABU88R, ABU1010, ABU101 OR. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48. LGUM410 or 316 stainless steelwrth hex head, and 316 stainless steel with 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ ABW7-7 Adjustable Post Base 10 META12, META16, META18, MEfA2Q META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA312fll 25. MBHA3.56f7 25, MBHA3 56/9.25, MBHA356/11.25, Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC4R, ACE4, ACB. AC6R, ACES Post Cap 11 MSTAM24, MSTAM38, MSTCli MSTCM60 Strap Tie for Masonry MBHA3.56/11.88, MBHA3.56114, MBHA3.56116, MBHA3.56t18.. MBHA5.50/7 25, 7 Titen Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry z ^ � V 5 BC4, SC46, BC4R, BC6, BC6R, BC8, BC52-2/4, SCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5 50/11.25, MBHA5.50111 88. MBHA5 50/14, MBHA5. 5006, 6 C044, C846, CB48, CB66, C088 Embedded Column Base MBHA550118 7 C8SQ44-SDS2; CBS046-SDS2, CBSQ66-SDS2 CBS086-SD82, CBS088-SOS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3,56/11.25, MBHU3.56111.88, MBHU3.56114; MBHU3.56116, Masonry Beam Hangers FL#16937-R3 /� `V 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-14' to 9-1 t2" and FL*11496-R5 MBHU3.56/18, MBHU5.5019. 25, MBHU5, 50111 25. M8HU5-50111.88. MBH US 50114, > W2 ranging from 3.518" to 7-112" MBHU5 50/16, MBHU5.50118 §gq;g Product Model. Number or Name Product Description O 9 CCQ-SDS2.5; ECCQ-SDS2 5 Series Screwed column raps with W1 ranging from 3-1/4" to 9.117 and Seu # Product Model. Number or Name Product Description 1 X34131016-5K, X1 S1016, X1 B1018.4K XQ1S1 D16, XQ161016-4K #10-16 Strong -Drive X Metal Seff-Drilling. Tapping g g, pping Screws vihn #3 L -V2" N!2 ranging from3-5f8"Base 1 Deck Tension Tie Drill Point /'1 yi 10 CPT44Z, CPT66Z, CPT88Z Concealed Post TieBasa e Post Base 2 3 HD1DTT1Z HD12; H019 HD38; HD5B HD76. HD9B Bolted Holdowns Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ114BI224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping g 11 EPB44A, EP844, EPB46, EP566 Embedded Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTr4, HTTS, HTT5314 Tension Ties Sep # Product Model. Number or Name Product Description 3 XM0114SI224, XI 1481224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LC644, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458. SDW22500, SDW22600, SOW221638. Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screvvs with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV22834 4 XQ714S1224, XQ11461224-2.5K X11451224, XQ112S1224, XQ11261224-2K #12-24 Stroh Dive X Metal Set-Drillin g g, Tapping Screws with #6 15 MPB447, MPB86Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point 16 P244, P844R, PB46, PB66, P806R Embedded Post Base FL#13628-R5 3 SDWH193OODB, SDWH19400DB, SDWH19600DB, SDWH1980006, SDWH191000DB Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU34B1016-5K #10-16 Strong -Dave XU Metal Self -Drilling. Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base Sea # Product Model. Number or Name Product Description 4 5 SDWH27400G, SDWH275OOG, 9DWH27800G, SDWH2710DOG, SDWH2712DOG SDWS16212, SDWS16300, SDWS16312, Strong -Dive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base SDWS16400 Strong-Drve SOWS FRAMING Screw 19 PC44-16, PC46-16, PC48-16. PC64-16, PC68-16. EPC44-16. EPC46-16, EPC48-16, Post Cap 1 SB518x24, SB718x24, S91x30 SB Anchor Bolts 6 SDWS19800, SDWS19712, SDWS22400,SDWS22500. SDWS22512, SDWS2260O. Strong -Drive SOWS TIMBER Screw (Intedor Grade) EPC84-16, EPC86-18 2 SSTBt6, SST820, SST824, SST828, SST834, SSTB36, SSTB15L, SST620L, SSTB24L. SSTS Anchor Botts SDWS22800, SDWS22900, SWVS2210130, SDWS2211100. SDWS221200, SOWS2215DO FL#35320-RO O 20 PC4Z. PC4RZ, PC6Z, PCBRZ, PC8Z, PCSRZ, EPC4Z, EPC4RZ, EPCISZ, EPCBRZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300013; SOWS22400DB, SOWS22500D8, SOWS22600D8, SOWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS22100008 eS a # Product Model. Number or Name Product Descriptipn 21 PPB44-4Z. PPB44-6Z Post Base FLM3872-R4 8 SDWS22312DBB, SDWS22512OBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSCB46, OSSCB48, DSHS Bypass Framing Drift Strut Connector �'11 22 RPBZ Retrofit Post Base 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS27600SS. SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5. FCB47 5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector / V'^ SDWS2710ODSS, SDWS2712OOSS 3 FPHSO34S1018, FPHSD34B7016, FPHSD348IO15-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing#d-CFS Si VU! Sea •X Product Model, Number or Name Product Description 10 SDWV134CO Strong -Drive SDWV SOLE -TO -RIM Screw FPH FPHSD34B1214, SD34B1214.5K Drilling, Tapping Screws FL910866-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18; CS20, CS22 HRS6. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24; FHA30, MSTI25, MSTI36, Coiled Straps Straps 97 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25. SFC4.25, SFC6.25 Steel Framing Connector I ■ I co mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC225. SSC4 25. SSC6.25. MSSC2.25, MSSC4. 25. MSSC6.25, Seel Stud Connectors 9aa # Product Model. Number or Name Product Description Anchor 3 MSTI48, MSTI60, MSTI72, SlMST27, S1MST37, VMST48 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twat Straps FL# 15363-R3 MSSC4.25KW, MSSC6.25KW Q 1 FJA, FSA Foundation 6 RCKW3, RCKW5.5, RCKW7 5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA35, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18: MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SC843.5, 30845.5, SCS47.5, SCR49 5, SCB411.5, MSCB45.5, MSCS47 5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, 01148-6, GH48-8, GH410-6, GH41M. GH66-6; 01-165-8, GH68-6, GH68- Girder Hanger 5 LSTA9. LSTA12, LSTA15, LSTAI8, LSTA21. LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) ,Sea X Product Model. Number or Name Product Description 8 SCS32-5197, SCS62-5197: SCS62-51118, SCS82-51118 Bypass Framing Connector 8, GH610.6, GH610-8 6 LSUBH325, SUBH3.25; MSUBH3.25 Bridging Connector 1 AS 18, AS 1885, AS 18S6 18 ga. Truss Plates 9 SCW325, SCW5.5 Head -of -Wall Slide -Clip Connector 1 4 GLB5A, 01-65B. GLB5C, GLB5D, GLB7A, GLB7B, GLI37C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8 25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520. GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16. LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga Truss Plate 11 SS93 518 Bypass Framing Slide -Clip Strut Connector s` 6 HGLBA, HGLBS, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTAX ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34BI414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O V 7 HG7-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC68; MSTC78; ST6236 Straps 68 mil (14 ga) Screws LJJ 8 UFPlO-SDS3 Universal Foundation Plate 11 MTS12. MTSIS. MTS18, MTS20 MTS30, MTS24C, M7S30C Medium Twist Straps 13 XQ1S1016, XQ1BIiOl&4K. XQ1S1214 XQ1B1214-3 5K, XQ78S1224, XQ78B1224-3K, #10-16; #12-14 and #12-24 Strong -Drive X Metal Self.Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SB1.56, S/81.81, SIB2.06, SlB2.37, SB2.56, SIB2.68, S153.12, SB3.56, SIB3.62, S184.06, Top Flange Joist Hangers FL*15730-R4 X0114SI224 X011491224-2.5K XQ112S1224, X0112B1224-2K, X34BIC16-SK; Tapping Screws 5164.12, SfB4.28, S/64.75, SA35.50 X1S1016. XI81016-4K X1SI214. X1B1214-3.5K a 13 S113A2.12f8, S/BA2.12110. SBA2.12112, SlBA2.12/14, SBA4.18/8, S/BA4.18110. Top Flange Joist Hangers Sro # Product Model. Number or Name Product Description Z S/BA4.18112,S/BA4,18114 1 ET -HP Adhesive Anchor for concrete 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50; GW-75. GW-100, GTH Gas -actuated fasteners and assemblies Z 15 S/HD8S, SfHD80, SIHD10S, S71-10108, SIHDiSS, S/HD156 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 SrHDU4, SIHDU6, SIHDU9, SIHDUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J I7 SIJGT, SfHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete CL SHEET NO. August 10 2022 PA 1.3- N N L to Ca U N Q Q) CL O c ca -0 0- .� U N tn c � to cu to -O N Q O LL .� E a) Q C Co t� F—�.�U)< N N oNo ro d :o P C, a 0 e ea a C.,, T, m _ c u. a N % O Vf .V N v, y o m as a, L > c o t: N a. E o O Q� z �_ Ca t` Q 0 Q � U O U m Q O t` w L `t z J Z Q J Ll SHEET NO. . PA 1.4 MIAMI�t�IQE ldI3t3Q-D14DE Cotr:•rTr P+�i' Industries. Inc. PGT' Industries, Inc. PRODUCTCO'.eITROL SEG'TIO�Ii PGT Industries. Inc. 1180 s�v �� stress F.v�omn 3os NOTICE OF :�CCEPTA:�TCE: EVIDENCE SiB4IIITED NOTICE OF �i.CC'EPT.�l.NCE: EVIDENCE SiTB�ffTTI�D ifEPARTMENTQFREt">IILATOiLYAI�`itECQNiO�tIC $ESOLrR.CES(tIER) ads, Florida 33175-2�t7�4 NOTICE OF :�+CC`EFI'�'tiTC.-E: EVIDENCE SUBMITTED $O��t.DAND Ct}DE +LQMIKISTAATitI�*tilITiTSIOV ? {7Sdj 31�-?390 F (785] 313-�i44 L Ecideflce submitted under gre�•iotts `�it}A D. i':�►I.1T3' ASSi?R��TCE �OTIC'E OF �CC'EP'T.�tiC:'E �vrx.niamidade.ean�;eraiami A. DRr11�1� i^i.�] B. TESTS (continued) ( 1�. Miami Dade Department of Regulatory and Economic �t.� (RER)_ PGT Industries, Inc. 1t)7a Terhnvingc I3tise, l _ Farlul'acturefs die drawings and sections. 5. Tear report on 1) Air Infiltration Test, per FBC, TAS 24?-94 North �'eaire, >EI.3�27� (Strbmtitied trader 40 � .�o, 11-!!1Q? �') '?} Unifomn Static Air Pressure Test_ per FBC, TAS 202-94 E. �S.�iTERL�1i, CERTffICATIONS Scow: ?_ Drawing No.:l#D-SS7a.0, titled "Vn�yi Sliding Glass Door NOA (F M}", sheets 1 3} Water Resistance Test., per FBC, TAS 20?�4. 1. Noose of Acceptance No. I;-US28,I� 6ss�d to Vision Extrusion Limited for their This NOA is being issued under the appfie�le-rules agd regulations gaveining the use of canstx�ionmatr=ial.s_ The through 21 of 21. prepared b�� manufacturer, dated 10;'O�tI S, with revision A dated �) Large Fissile Impact Test per FBC. TAS 201A4 "i�t'Itite Rigid PVC Exterior Extrusions forWindows and Dears". dated 08.� 13!15. documentation submitted has beezire�,ed and accepted by Miami -Clads CoutgyRER-Fraduct Central Section to 0��4�117, signed and sealed by A. Lynn Miller- P.E. �} Cyclic Rrrmd Pressure Loadingper FBC, TAS 243-94 expiring on f9��34i 19. be >d m Nyarui Dade C�at�y anti tP areas why t<ltv,�•ett by the A�txity Haring 7vrisdictiou {Agi.I). � Foltred Entry Test, per FBC, TAS 20?-94 ?. Notice of Acceptance No. I�-{392a.OtI .issued to Vision E�trusiatt Limited for their '`4� This NOA shalloaths valid after the expir�iom date statedbelow_ The Miami -Dade CountyProduct C�trol Sectic+n B. TESTS along with marked -up drawings and installation diagram of d�ttyl sliding glass door, prepared lt)al} Tan 202 and lighter Shades (i�ian-�i�tr) Rigid PVC Exterior Extrusions fee (In MiarniDade County) anci+'ardte AI3I (in as�so�er�an144ian2iDade Cry) reserve the right to have this 1_ Test repcm on 1) Uniform Static Air Pressure Test, per FBC. TAS ?0`?-94 by Fenestration Testing Lab, Inc.. Test Rtsgcnt No. FTI.85�49, dated 11�Od1I5, signed and ii�mdans and Deals", dated 12l0$,`l6. expiring on 12.�?921_ product of material tested for quality a>sta�eputposes_ If this product armaterial _fails to petfatm iu �e a ccep#ed 2) Large Fissile Impact Test per FBC, TAS 201-94 sealed by Idalulis Ortega, P. E_ (Test tt revised on 12!0`#ll 5 and 021I lilb) 3_ Notice of Acceptance No.15-i!{28.IS issued to Vision Extrusion i.-united fret their manner, thetnar�fac#vrer will incur the expiates of such te sting and the AH7mavimned�elyre��csLt:, mfldif�. or 3) Cyclic grind Pms Lvaciciingper FBC_ TAS ?{13-94 6_ Test report on 1) Air Infiltration Test., per FBC, TAS 2.D2-94 "Br�'�+tlt Coated �Paint�ecl or Laminated) ��Itte Rigid PVC Eyteliar E�tt•usinns far suspend �e use of such product or material within weir jurisdiction. RER reserves the right to reiroke this along with marked -up drawings and installation diagram of tnrtyl sliding glass door. prepared Z} Umforfl Static Air Pressure Test_ per FBC, TAS 202-94 Windows and Doors", dated 08r'13.r1 5. expiring on 0913011 }. acceptance, if it is determined byMsami-.Dade County Product Control Section that �,s product or material f811S t0 by Fenestration Testing Lab, Inc-- Test Report No. FTL 8717. dated 12,�D7.�I 5, signed and 3} Water Resistance Test, per FBC, TAS 202-94. 4. Notice of Acceptance No_ 1�6-a7I2.+D2 issued to ENERGI Fenestration Solutions USA, meet the requirestents of the applicable banding cede_ This product is approved as describedhe�eirt andhas been desired to comply with the Florida Building Code- sealed by Idaltms Ortega, F. E_ {Test report revised on 02J15i 16 and 02�Z4? 16) '?02-94 4} Large Fissile Impact Tesper t FBC, TAS 201-94 Inc. for their "I�ti:'�r 3a-la and Lighter Shades (Non -White) Rigid PVC Exterior iaciudiag the High VelocityHurricane Zee 2. Test report on 1 } Air Infiltration Test,. per FBC_ TAS 5} Cyclic Wind Pressure Loading per FBC, TAS 243-9� Extl•nsi�on5 for Windows and Doers" dated 04','15llts, expir3rlg on QZ�'0�4r`? 1. DESC:itIPTTidN: Series ^��7{f1:774" �►'in�-1 Sling Glass Door (Reinforced) w-ht-o 9a° & Imo*'° corers-L �33. 2) Uniform. Static Air Pressure Test- per FBC, TAS 202-94 along with marked -up drawings and installation diagram of Vinyl sliding glass door, prepared 5_ Notice of Acceptance No_ 1d-0712.O�t issued to ENERGI Fenestration Solutions USA, "Bronze DrawingNo. l'ID-5=70.tt Rea-B, titled "ti�"ffi � Sliding Glass DoorNOA sheets W 3} Water Resistance Test, per FBC. TAS 20'?-94_ by Fenestration Testing Lab. Inc., Test Report No: FTL B:�52, dated 1204115, signed and Inc. for their and Lighter Shades of Cap Coated Rigid PI"C Exterior :�FPIt()Z'4LDDC'i�lE�"I': �' g - �}Large Fissile Impact Test per FBC, TAS ?01-9� sealed by Idalmis Ortega, P. E_ {Test report revised on 02tY �,�416} Erh-usians for lh'indaw•s and Doers" dated a9,`15116, expiring on i]4�'itil?0. 1 through 21 of Z 1. preparedby mam+factnrer. dated l 4.e05115 and last revised on 02141? 21, signed and sealed by S} Cyclic Wind Pressure Loading per FBC. TAS ?.43-9�� 7_ Test report or 1 } Urti%rIl Stake Air Pressure Test, per FBC, TAS 202-94 b: Notice of Acceptance I�id_ 1fi-0712.a3 issued to ENERGI Fenestration Svhtti� USA, A_ LvrmFiIler, F_E__ bearing �e Msaiui-Bade CauntyP9raduct Control Re�isionstauT u*iththeNotioe of 6} Forced Entry Test, per FBC, `I'r1S 202-94 2) Large Missile Impact Test � FBC, TAS 201-� Inc._ for their `White Rigid P'��C- EStei'ial• ES1I'tlS1Ufl5 fOI' �7@da}TS anlj Doors" dated Acceptance number and expiration date by the :4yaiui-Dade Carroty Product Control Sectiari along with marked -up drawings and installation diagram of vinyl slidistg glass door: prepared 3} Cyclic �rmd Pnssure Leading per FBC. TAS 243-94 4$.;lf r'17, expiring on aZ�?S,'18. 1iIS.SII.E LMp�iCT RATEMTG: Lame and Stuall Missile Imtsact Resistant by Fenestration Testing Lab, Tnc., Test Report No_ FTL 8�4li_ dated 11;lJtu'1 5; signed nerd along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7_ Test reports ho(s). 10-04'?-79�A), 10-0ft-?Vi45? 7. 535753--Q9- per A�STh�iE-S4. Limitations: walled by Idaltnis Ortega, P. E_ (Test report � on O11�r2+5 and 02�11r"Z4l � by Fenestration Testing Lab.. Inc., Test Regan No. FTL t6638 (samples A-i then A-22). dated ASTivID 1929 and ASTMD-ti35. issued by E�COVA to Vision Extrusion for cellulosic 1 _ See table 1 (,sheet � and table 2 (sheet � for applicable SGD unit sixes, design pr€sstaes, reinforcements types. glasstypes- sill riser (sere tables B-1 & B-Z, sheets 7-8) anti anchnrlayout sheets netiturentei}.ts is 11 then I6_ 3. Test orl l Air Infiltration Test, FBC, TAS '�U2-94 report } � '?} r 11? 19,'10, signed and sealed by Jorge A_ C ailso. P. E_ {Srrbrrriited rnrder 1'Q� ?10.11- composite material _ Rigid white PVC, Tan (Non-whi#ej Rigid PVC andBrown tasted (Pared or Lainiaated} orbits Rigid PVC to be Uniform Static Air Prttre Test, per FBC, TAS ?(3?-94 3) Water Resistance Test. per FBC, TAS 202-94 1?I Ui p:J} $ Test repast on 1) Air Infiltration Test, per FBC. TAS '2{i?-94 (Submilted render .Y(� A �'o. 11-t11 ti7. ill S_ Notice ofAecep#once No. 14-49Ib.11 issued. to iCtu�aray �.. Inc_ for their labeled perre�encedNOA'sregttiremrnts_ 3. Egress operable dac•� mast comply with min cigar width or height per FBC regt�iit. as applicable_ 4}Large Fissile Impact Test per FBC. TAS 201-94 2} Uniform Static :fir Pressure Test, per FBC. T.45 202-94 '`Serla%-Glas,� (Clear and White) Interhiyer`'_ �tgiring on 47,+�64�'i 8_ -t. Poet -et walls under separate approval, to be re��ievarcimy Bniidmg official 5} Cyclic Wind Pressure Loading per FBC_ TAS 303-94 3) �Jater Resistance Test, per FBC, TAS 2a?-9�. 9. Notice afAeceptaztce �1v_ 1&1113.01 issued to Kurxtay America. Inc- for their L:�BLLLVG: Each nrtit shall bear a geent label with the mamifacivtet's name or Ingo_ city. state and series and. fi} Forced Entry Test, per FBC, 'LDS 202-94 4) Large Fissile Irrlpact Test per FBC, TAS 201-94 '`Ire�sifal�' i�ttl•ack�al•, Clear and Color PN'B Interla;ters-', expiring on 07+I}8;"14. fallowing staff: "Miami Dade Caumy Product Control Approved!'_ noted herein. along with alarked�p drawings neat instaallation diagram of %�inyl sliding glass door, prepared 5} Cyclic Urrnd Pressure Laadingper FBC, TAS ?03-�94 1�`+E�'tAL of this NOA shall be consideredafter a renewal application has; been filed and diets has beertu© by Fe�stration Testing Lab. Inc., Test Repot# No_ FTL $5.l7. dated 1?�Il�r l5, signed and � Forced Entry Test_ per FBC, TAS24?-� F. ST:iIE�iENTS change in �e applicable building caderiegatia�elyaffaec#iixgthe perfasmance afthisproduct- sealed by Idahlns Ortega, P. E. {Tear report revised on pL;'15?1.C} slang with marked -up drawings and installation diagram of Vinyl sliding glass door, prepared i_ Statement letter of conformance with FBC-S'�Edtion (zal-t) and FBC�aeEdition TERM AITD:ti of this NOA will error after the expars t� date or if these has been a rettisiaa or change in the 4. Test report on 1 } Air Infiltration Test, per FBC_ TAS ?4?-94 by Fenestration Testing Lab, inc_, Test Report Ito_ FTL 6337 (samples A-1 then A-5), dated (?t#I7), issued by alanufaeturer, dated 4&' 14�'17, signed &sealed by LyIIn 14liller, P.E_ )Uniform Static Air Pressure Test, per FBC_ TAS ?'42-94 12r'061`l4, and sealed try Jorge A_ Cause. P. E. (.Submitted trader 1'��QA °o. lI'- ?. Statement letter of no financial interest, dared 04�r18r�17_ issued by manufacitn-er_ I'll . , .1 111—, , _. _I I 1-11,111 1 Vq I I I III 1 _ L' " MIAMI-[aADE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Cast -Crete 1. A. USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 DRAWINGS Cast -Crete 3. A. USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 DRAWINGS Cast -Crete 5. A. USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMI TTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 DRAWINGS Cast -Crete USA, LLC Cast 6324 CountyRoad 579 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of Florida 33584ounty Seffnerprepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12 " SCOPE: "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on B. TESTS Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. 1. None. (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and B. TESTS This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control have Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations or Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig f D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05/29/03, 140 pages, prepared by Craig 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. 1. one. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 08/19/2014, signed and sealed by Craig APPROVAL DOCUMENT: Drawing Na. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 612, , s e 2002• 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. "Cast-Crete& 12" prepared by Craig Parrino, P.E. dated March 24 and Drawing No. LT4612, titled "Cast -Crete 4", 6 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March last Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. date by the Miami -Dade County Product Control Section. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, A. DRAWINGS B. TESTS MISSILE IMPACT RATING: Large and Small Missile Impact Resistant prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. 1. None. LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables" sheets 1 through 3 of 3, prepared by County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. 1. None. change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. C. CALCULATIONS TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. D. QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None, D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS any section of this NOA shall be cause for termination and removal of NOA. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. E. MATERL&I, CERTIFICATIONS F. OTHER be done in its entirety. E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued y ast- INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and 1. None. Crete USA, Inc., dated 08/08/17, signed &sealed by Craig Parrino, P.E. shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and elmy A. Makar, P.E., M.S. " elmy A. Makar, P.E., M.S. E-5 as well as approval document mentioned above. The documentation was reviewed by Helmy A. Makar, P.E., M.S. elmy A. Ma ar, P.E., M.S. Pro uct Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor submitted ��� ,f % , NOA No. 20-0630.15 `t✓l✓ NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 CMMF=DADEC10(XUUNTY Expiration Date 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 o sA) Approval Date: OS/20/2020 o Zo l a E -1 E - 2 E-3 / Page l Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. C�sn������-- e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA. Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Helmy A Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 O N 1 � C0 O }, U ((D O N L CL O . �Ca U � U) dj O2 Q _-_ C i a) Cn N � Q f1=0 4 z z W J N, cc U Q Ca 0 L CL Q U 0 August 10, SHEET N0. PA 1.5 • L I.. I. n LI a 1W U FI I _i. I_. , i I A 1. I I I _ I I I I I II III' 11111 Fill 1 1 1 L ECO INC. T1LLIT TESTING B ENGINEERING COMPANY WAT TRR A- TTI.LIT, TR, P.E. nttccorp, faD],C=, YL rx. Lu+cnm gin. Aa 1T A C A l.u:Pnc N,, DO06719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0T28.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SU&CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC 4600 S.W. 51 Street Davie, Florida33314 1 PURPOSE OF 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 Bust nos a and Professional Regulation. Mfe ullatt O This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED 2.1. PRODUCT EVALUATION DOCUMENT_(P' F•O.I: 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 07128/2020. This drawing is an integral part �� ��Is Evaluation Report. Xg .TIER A, 7'/(%/%, -= � N0.44167 -4� �. fi * . r Pi jii �iS31 6355 N.W. Sloth Street, Suite 305, Miami, Florida 33166 - Phune: (305) 871-] 530 - 1 �TFi R /IHUtHHAA P-RDD13CY EVAL4UATION REPOIRT NO. 204722.01 2 2.2. TES T REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-669 dated 0810911996, #96-570 dated 0911811996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile es -1 7 test report No. 9CM 9 by QC Metallurgical, Inc., dated March 13, ZOOS, signed and sealed by Frank Grate, P-E, Z.3. STRUCTURAL ENGINEERING CALCULATIONS On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by T(Iteco, Inc-, dated 11103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr_, P. E. 3 MISSILE IMPACT RESISTANCE` Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4 - WiND LOADS RESISTANCE: 20 GageGalvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, 19. 25 and 26 of 25 of Product Evaluation Document (P.E.D.), drawing No. 20-176, Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176, 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P. E.D.), drawing No. 20-176. ,LI,p1HNII1fINNry, - t,E __ � - it�-•4A 6 * y t o STATE OF '4�_-? iIII ,Q F/ORIOII,•'.W '`' xi sS 10 N A 4 E�;;. ``. ,III1111111IINI GENERAL NarES: B 3) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUNU ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. I STORM PµD. SHOWN ON 7H5 PRODUCT EVALUATION DOCUMENT )RED) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SNALL BE AS MENTIONED IN 9,1) AND IN 62). ACCORDANCE WITH THE 7020 Q. EDITION) OF THE RLMOOA BUILDING CODE CC) TO El1S1ihQ V=.LM[h. cxrM 'QA.TiY_ •: - O55 MI!E DES WN WIND LANDS SHALL BE DETERMINED CODE, PER SECTION 16700E THE ABOVE UIE41 - 1/4•0 TAPCON ANCHORS, AS MANUFACTURED BY I I W BURDEX, INC FOR A WINO SPEED AS BY 711E RI WNIJE THESE W41 BE AND - A14-10 PANELMATE FEMALE 10 µD PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ING ASCT#JN E MAXIMUM NOT EYCEEO THE 1NUIRAIW.1 (AS.D) OHMS URE FACTOR AND NOT EXCEED ( KCATED . USING ASCE ' 1 /•-• LA^. SCREWS PER N 0.5. 4.AL RA INGS I DESIGN PRESSURE RATINGS INDICATED ON SHEETS ] TI1RU t2. 14, 15. Ta, 79 tr 20. DESA THRU - 7/181 V 5/e' WOOD FAISHNC, AS DISTRIBUTED BY ALL. POINT SLTEW, BOLT a SPECNLh N. IN ORDER M VERIY THE Aa044 CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-TO C 1) MINIMUM THREADED PE.VRAIION INTO WOOF OF TAPCOH ANCHORS SWILL E 1 1/2- ANT., 2- FOR ELCO PANELMATE PLUS SHALL BE FIRST REDUCED 0 AS. DESIGN WHO LOADS Eft' MULTIPLYING THEM BY 06 M ORDER TO COMPARE THESE W/ MAX (*SO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 17. 14, 15, 16. 19 & 20 ANO PANELMALF FEMALE 10, C 2) MNWRIM THREADED PENETRATION Of LAC SCREW. IN-0 THE WOOD FRAME UNr SHALL BE - 1/2- NO PAE.ADED IN ORDEN TO VERIFY THAT ANCHORS ON THIS PE-D AS TESTED WERE NOT TIMER STRESSET7. A 33'4 INCREASE IN ALLOWABLE STR65 FOR WIND L1}YJS WAS B(2]_ USED N THEIR ANALYSIS . FASTENERS SPACING tO W000 HAS BEEN DETERMINED W PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUFRO THREADED PENETRATION ACCORDANCE WITH N.D.S. 2018. C 3) MINIMUM EDGE DISTANCE Or LAG SCREWS. INTO WOOD SHALL Of AS INDICATED IN THIS DRAWING 57ORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WnH SECTION 1626 OF ADM MENTIONED CYO AS PER MURFUCANE ENGINEERING a TESTING INC REPORTS 96-589. 96-570 & 96-TW AND / ' I-20 SCREWS USED SH C ♦) AN14IAlIL1 PETETRATNDN Of WOOD BUSHING SHALL !1E 5/8' 1 4 IN RE 1 1/2' LONG MINIMUMTHE D TAS-20S FENESTRATION TESTING LAB INC. REPORTS 12032 a 02124 . AS PROTOCOLS TAS-201, TAS-202 AND MINIMUM SWARD SOCO EXIST AND 1' MINUM FOR WALLS WITH NO STUCCO As WELL A5 AMERICAN TEST LAB Or SOUTH FLORIDA REPORT AC719.07-09. AS PER TAS 201. TAS 207 AND C 5) IN CASE TEAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING TAS 20J STANDARDS . WALL. ANCHORS SMALL 8E LONG ENOUGH TO REACH THE MAN S1RU(:TURE BEHIND SUCH PANELS I MI T T ER. OTHERWISE NOTED) s SN 2 ALL LL 1 NUN EXTRUSIONS 'D BE 806h 6 ALLOY AND EW (UNLESS TE) SEE ET'T 2 F ANCHORAGE SHALL RE AS MENTIONED N _.I). C 2) & C 4) J ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (0) ANCHORS SNW1 BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OLULRV STEEL, ASIM A-653 GRADE SO MINIMUM. G-60 8 PANELS MAY ALSO BE INSTALLED HOWZERIALL♦ FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIOR 3 THROUGH 10 (SHEETS 4 GALVANIZED STEEL CESIGNATON W/rY- 58 5 a, (AFTER ROILO) THROUGH 6) EXCEPT •HAT HEADERS (Z A ® SHAIA NOT BE USED 5 T - 4 W 31 WRROSIOA RESWANT COATED BON STEEL PER ALL SCREWS O BE STEEL X) O 8 SEARS OR CAR E0. 9 IT AWED BE IFS RESPROPER TY OF THE CONTRACTOR NO VERIFY TINE AONE55 THE WAR[ SHUTTER000FIS TD BE M "FLU S TENSILE SO IIu HELD STRENGTH AND 90 NM iENSILF STRENGTH a SrtAL1 COMPLY W/ FLORIN tRN/ONC CODE o SHUTTER E CLIMSTRUCTURE ATTACHED TO INSURE R'R(W'ER ANCHORAGE IH15 SNLITTER JHALL OHIY E ATTACHED TO OONCRFIE. BLOCK OR W000 FRAME SE ION 2 , SECTION 2411 D.J.4 fAIIDrNGS. 6 BOLTS TO BE ASIM A-307 GALVMVED STEEL. OR &IS' 304 SERIES STAINLESS STEEL. WITH 36 b, MINIMUM "SID STRENGTH W EACH REGULAR. STORM PANEL WITH LENGTHS OVER 8'-e THROUGH 12'-". AS PER SECTIONS 6. S. 9 a 10 AMC ALTERNATIVES 8W. 9W & LOW ON SHEER 5, 6 e 12 RESPECTIVELY. SHWA HAVE A LEGIBLE AND READILY VL58LE MARKING N'STRJCTINC. OWNER OR 7 ANCHORS TO WALL SHALL BE AS FOLLOWS TENANT TO SECURE PANELS WIDI APPLICABLE REINFORCEMENT DURING PERIODS Or HURRICANE WARNING (A) IQ_EKTAPS_PDUBED CONCAER 11 THE INSTALLATION CONTFAtTON IS TO SEA,/CAULK ALL SHUTTER COMPONENT EDGES W,OCH REMAIN IN CONTINUOUS CYwIACT WI/N - L/Co TAPCON ANCHORS A5 MANUFACTURED BI LTW BUILDER, INC (Mn V -3192 P.s,) IKE BUILDING TO PREVENT WIND/RAN INTRUSION - 1/4. 4 N 7/8" CALK -A ANCHORS. 45 MANUFACTURED BY DEWALT NC (MIN. t',;-SOW p.-) - 1/4•e r ]/4' SOUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT a SPECIALTY CO 12 STORM PANEL INSTALLATION SHALL COMPLY WTH SPECS ,4OCATED W THIS ORAWING PLUS ANY BUILDING AND ZONING RECULAT104S (NN, Fc-3000 PA PROVIDED BY THE JURISOICAON WHERE PERMIT IS APPLIED TO - r14-10 PANELMATE FEMME 0 MAT & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS '5I.) THIS PRODUCT EVALUATION DOCUMENT (PE 0) PREPARED BY THIS ENGINEER IS GENERIC AND DOES Wm PRO'yW L INFORMATION (TUN 1 c-3350 P...,.) FOR A SITE SPECIFIC PROJECT. .4 WHERE THE SITE CONDITIONS DEVIATE FROM THE P ED - 1/4'e CT TAP -GRIP ANCHORS, AS MANUFACTURED BY'RV-FAS' CORPORATION (Yc-5600 Ps,) III) CONTRACTOR TO DE RESPONSIBLE FOR INE SLUCTION, PURCHASE AND 06TALLA-10" INCLUDING LIFE SAFETY Or TNIS PRODUCT AI) MI MUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/4•-. 2- FOR PANE1WTE FEMNE BASED ON THIS PE.D. PROVVDQ HE/SHE DOES TIM DEVIATE FROM THE CONDITIONS DETAILED ON THIS, DOCUMENT n AND PµEMALTE PLUS AND 1 1/4- FOR Cr TAP-ONIP ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CON1RACrOR'S RESPONSIBUT A2) CALK -IN a SOUO-SET ANCHORS SHAl RE EMBEDDED 7/8• INTO THE POURED CONCREEE NO EMBEEJMENI INTO (c) THIS PRODUCT EVALUATNON DOCUMENT WILL BE CONSIDERED 1NVALIU IF MODIFIED STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 1 1/2- LONG MNOR1M SHOULD STUCCO EXIST. •D I' MINIMUM FOR WALLS WITH NO STUCCO. AD MAY W HEADED SCREWS OR A", THREADED SCREWS W/O HEAD, L111 SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORID REGISTERED ENGINEER OR ARCHITECT WHICH MILL BECOME THE BUT WITH WING NLnS ENGINEER Or RECORD (E.0R) FOR THE PROJECT AND 'WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RED ENGINEER Or RECORO• ACLING AS A DELEGATED ENGINEER TO T1E A3i IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR *()Do BOARDS BE FOUND ON TM PED ENGINEER, SK4U SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW DnrNG WALL OR ,10OR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS 44CHORAGE SHALL BE AS MEN*LONED IN A.I I AND IN A.2) (4) THIS PLO. SHALL BEAR THE DATE AND OMG-%k SEAL ANAL SGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD TINT PREPARED IT (8) 10 EXISTING CONCRETE F OCT: 1ALL.(AIIIi.S74y 14 SHUHtER MANUFACTURER'S LIBEL SHALL RE LOCATED ON A READILY MSIBLE LOCATION AT STORM - r/4' 1 TAPCON ANCHORS AS MANUFACTURED aV I I W BULDEX, INC PANrL SHUTTER IN ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODE. ONE LABEL - 1/4• .. I/8 CALK -IN ANCHORS. AS MANUFACTURED BY "ALI INC (INN I'A-1500 P.4.) SHALL oe PLACED FOR EVERY OPENING. LIBELING TO COMPLY W,1H SECTION 170912 OF THE -. 1/4•0 X 3/1 SQL: -SET ANCHORS, AS M"ISTIrED BY ALL POINT SC" MT a SPECIALTY Co iLORIOA BUILDING CODE (MIN I'I:-IaDD P.III) THIS ORAWNG SHALL ONLY BE -_ TO - /14-`0 PµELMUF FEMALE 10 µD PANFLIIITE PLUS ANCHORS, AS MANUFACTURED 91 ILLICIT CONSTRUCTION DWAIN PERMITS IN THE STATE OF FL.ORDA PRODUCTS (MN V' 7D71 p A I) N, IIINtION, 1/4• . CF TAP -GRIP ANCHDRS, AS MANUFACTURED 10 TRU-FAST CORPORATION P�tE•. !I T/( % T S I) MINNW EMBEDMENT OF TAPCON MCHFRS, ELCO PANELWTES µD CF rAP-GRIP ANCHOR. INTO UHF '�' FLORIDA BUILDING CODE (Nigh Velocity Nurric, BLOCK U Ft sw,. RE I I/,- _' - '3°7°'IL'F°p' - 20 GAGE GALVANIZED STEEL STORM PANEL NO. 4 167 '; 8,21 CALK-1N & SOLID -SET ANCHORS SHALL BE ENBEDDEO 7/8' INTO THE CONCRETE BLOCK UW- NO CMB SCREWS USED SHALL, BE 1 1/Y LONG MINIMUM s4outi P,j- cn INTO STUCCO SHALL BE PERMIMU IITH I�t7W� GL08AL PROTECTION PROWCTS. LLC. 0 S EXIST, AND I' MRWM.IA foR WALLS WITH ND STUCCO Z •o_•. Cid �' ._ ` n /, iDIEE C_O �.A. ,\ _-- - - -- _ INSTALLATION DETAILS FOR REGULAR PANELS) h IA INTO EXISTING CONCRETE .NC,.DRS POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CoMmm AWD.m (SEES 0 'Ha ON t- 4Q15 a TnOV OK f) (S1 YIEOUIL ON , , CONCRETE AICHDRS SWEETS awn THROUGH 9) I SHEETS a THROUGH H q -. F.D-- - � 1, EXISTING PORED f H E'TY CONCRETE ANCWM5 ���T1. DIVE 11�nNaUGH� .) FA4,a SHEETS a EXISTING POURED CIXIfJIETE REtXJMSD: ~ .-�4,N, u San \ 4A�wW A £ YIN CONCRETE REQUIRED. AT ,/4. ,E__ I/W ' Yin- -'/1h- ,/2-, ,• w,.- a I, ui..C'a� £-- WADS a OO " . I .. sM.a , LX6RMG eam[D E D. r 1 I F GD. EXISTING POURED - E.D. I.Lou'WImE S f(���',1 2 1 , EeN CCOrICRETE REOUIRED 1AW S O.41�/ay.F/�••,1 Vfi4 Y• 1 I 1 ( r N+ ��-A,E/p• I TLL Ar:IeRAI 1 1 O . 1 µ 1 'n'a�toII € I'o' M,. evAIARBN I 9 I ( i 1 1 1 MIO MR 99n Nh x ONDO 9nD e i i e O A ./r DC I, 0CeI I I - :. AWE, 9 TFW w. AnWMTAE 1 I TO .lee N . I sn SOHOUl 1 % FoO.A[ I m GREY 4 1 ) I � m I.— i I J i i PN fM21 a tl°" 1 Pd -� m a.a I _f F IfOP m nnm 1y 1..A I 1 D• I 1by( - I E ,T, r) I y; a �O6�TK._I I b - I I - 1 O I 1 I � 1 I , 1 1 1 I 1 I 1 1 i I i 1 �l 1 I 1 l .. 1+ 1 I ; yd I 1 - I �`. , 1 I I 1}I .46 NR a ,1 1 S I I 1 K I - ze-`-- A• - 1 (AO.Y mD • I p Daly STD e W ,1 n " C I . 144rM �- I rAW. 9ruo • 1 EXiSMNG PoURE� Ex. OR �1LNJN �� I ® § 1 s„I, f '2 1n' nc E.DCONCRETE EXISTING POINTED , •' I COSTING OPO RIR£O ED 1 12 Iyr of�,CONCRETE BLOCW STtD • ORRCONCRETE CONCRETE BLOCK I E 1-. •\.',-'.T' ul�,.. :' IIi .. E .. ;, ` 1'A CONCRETE BLOCK REQUIRED. _4 1/2. IC._- , RFWRED 1 E' .fCT EXISTING POINTED M .-I' ' MITI. 1•tunJ0.J9'_ r 1 - I CONCRETE _3/4•_ V a TAAe Y—E NN CUdNWI ^ —N�1 I- iiA�- uNR we / ti- u 9atS • ��; 1 �,1E`OAayt• .NP � coraRETt AICN� SUGGERFED ./ , .. 4� ion.. OF O L.N IiTC ANpgRS (a9 HOD-L L o4 D. (6Q SDOXAL ON N [• G CONCRETE ANCHORS tit ON ryA]!.• M samaxaE DR- .11OYq SMS • 4 0G (9E[TS (SE SCNoUL UN SNOTS a THRoUGH 9) SHEETS a TROUGH a) TIRNo„ 9) SHEENS 8 14R000H wn uo TiECIIQa1Ig SCALE 3/8-1* Cog ;T1i7IL3 Van SCALE 3/8.1- NiIiSE SCALE 3/6-1• eLTEBNsJ14lINIINQ SCALE 3/0.I•TE . I- - -. _ __._.._ 1 1 r E.D. • EDGE DISTANCE I fQ Inrm,At I (SEE SCHEDULE ON NNY MITIMMION I6 ' `-% SHEETS e a B) 1D 91A L I I 1 I a i I Elm "e e NDTF n7R COMSM,TIM OF SEft1ON5. 1 N 12 1/7' Ot r TOP a BOTTOM MOUNTINGS CAN BE I nK ) a A,2 T1%,FR)1r OMBINEDON µY WAY TO SUIT ANY ...i..� r) , `... ��rrNL,`•N00,411 a73�P'' CE = l! NSF •..��xL ODSnNG POURED FLORIDA BUILDING CODE 111 h Velocity HMMcone Zone RECANTED.Q _ _ 3 P°m° n*Eo°. "D. 2D GMY GALVANIZED STEEL STOfdI PANEL CONCRETE DR Pe`s oTssaa TD.Wuwa a) . * - = 9 • TATE . k =C O" • GRID = Z. _ 011W ,' , Or GLOBAL PROTECTION PRODUCTS, LLC. °'AWE "A" IL E C O Luc. ftmmmis _ / .1Do SIT. s, STREE, y t e, A. Ay NAL E tf/-• '' " A.. HIM L Na. - IMA M. N MAII1m PAINE, (Ea)MO--75 FAIL (04)flw•9n7 20-1 76 wH, . TWA) WH_HM FMI P A , m_I SruF 3%6-1" 1 1111 ,L MALL.. tURE/OAE CA-OW1119 Meer HAWING r: AYK1E91 A Taln FL 4FM il-W 4r N1 elm • RE N PRODUCT 1"VAt UATEON $r'1'OR'P N0, 20.6722,01 3 B MATERIAL CHARACTERISTIC IS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (PIE.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P,E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tiilif, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). II,"q kNfT144OM Q •'' GEN 9. 00, 0 NSF ' I& Y— s�nlo. 44167 7,•�, 7t 1 •,o'- STATE OF :1 ,551 °.-O,r% l•ORIa,0�1 .-' Ie Y''"IN 1 t11111` il"I e WAT)LL D71 TILTECO ADMON RECORDS I P. E. REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANELI DRWG NY 20•T701 REPORT R 20-0728,0'I Ti L FEC+Ca —INC_ TILLIT TESTING 6 !NGINEERING COMPANY vvAtUxn. TILLIT, ia, P.E. PRODUCT EVALUATION REPORT PI•rc LFT, TJem aO (Oj1 ,I,OOD7 XMALLS- r LH;.A. L1WPIe NP. D3105?I9 REPORT NO.: 20-"27.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 'I. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61G20-3, Method 1D 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 hat s reviews d revision n f epo shall t36 subject to n n i case o a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 21. PRODUCT EVALUATION DOCUMENT (P.E.D.); Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Trlteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inteR`(µnt\tl�flQli,jh/is Evaluation Report. �N•N -. .., 4;,T, y . 167 9' STATE OF '� - O,'- •'c(OR0, .�.,4c l 6355 N,W, 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-1'S3� (3'b�,W-1531 COMPONENTS FOR REGULAR dt LIFE SAFETY STORM PANELS (SCALE 1/2-i' - _ 15.I N- (TOTAL WIDTH) - - - - - _ 151"' (TOTAL WIDTH)- - -. - --._------ - - 12.500' (EFFECTIVE METH) - ---- --.. _- -_-_ - _._ I -. ._ 6 1/4' _--- _._ _ - 6.250-- -- - ' -.1 35p _ -11,50'_-'. - 1.3�0 - N.S00• 1 �. r , / . I . "\. , - 1.3to- Dow Mp4 THICK - 1.350' - ,'!1 _ \ _ _ _ _ GALWNRED STEEL 4 - 1.j� ��.-•P' 1 ASTµ A-65S .I •. 0.03a' MN. THRICK HEMMED_.• %/ (HEMMED_ .• // ) 2.657• •) 2.a57' 60 GIV. EDGE 1 C:' uLxw¢EO STEEL EDGE I _ C', 2.000' 25I ' HEMMED TTP \\ ASTr •-1 +>15 DEFAx A_T - 2.000 .24,-•TYP. ORAI A_t'GRADE 50 MINWAIMll i _ � G-60 GLV AI,�TUL a 48.6 y.e' - _ _ _- ____._. __-__-_ . ___) - 1.350' N _T&3NO- I ---6.250" -_- - -.�-- - -1.350' (1) STORM PANEL (tk END STORM PANEL r �- 1.250' _ _ 2.167- -1 i - .125' PANGS ENO UP I ,E n I 125• 1/4Y-20, t/4Y-20. I 100" 1.25(1• - .7`A' _30' bfSERIES w/ HEAVED fDGC I 100' a Q I=---�:i—( I 1.f25' AFE1w S.S. RNETED - .750•- N . .-o.os• 1 I m'-11 , 1 1 TO ArIIE • 12 K 7. B , IMt i''i 1 ! 'I a I/Y a[. 12 1/r o.c. / ��/ _ ,/ `, - -• \ �`� SD.OB' ].375• 093'� .093' i .09J' r2 125• 2.000' t.500' f .9�9' 939" SEE ' • / _ o �!=---•-% 09} I 1 OEiM 1 1125*1 1 L254. OnNL 1 1 '�i 2 ,7S' --{ R 0. 375' / ME4L1f�' W, n 375� "' I.-1 - I ' 125• .7 )-� S' 40.---1.500' - T300'---I ( 1 �.AAL a -.30,�r ISOMETRIC VIEW DETAIL A ,___2�-30'_—2.ocD' _ ROUNDED CORNER O ENDS OF PANELS END UP wHEMMED EDGE O •h" HEADER (� 'Ur HEADER (4)�L 44 ANGLE WiTH STUD ® ANGLE wrm (N.T S) REYERSE STUD VARIES F-J I/III III, SEE p(T.2/1. 0.344' 374' ,374' ,vP TOP EGG[ 096" .oee• -. 750' - r i.3B0' PANEL feeTr + .tea'- 310• 1 7 1 23' _SI O. J01 ER TO I -.. r - - t- f I ) 1 �. T ' Son M2TID rD L40YL063' }I _34A a 1-- .t70'.656- _ 540• N a 12 1/2' OC I .625' 1 i r 1.671' �- -; 1 _.06?" 1.871" \,E1 1.500'jiii"�UE --) 1063• 1.14}" _ y/16•F HALE rpl , - -- I I -09J• ^1. 1 015' • --R.1 S' 750" ::���fff ) �. 1_ - _. _ _ r 1 OhMLI¢ Al 047Aµ .9SY I 1 r N I - Ae, oa5• A _ ,Ge4' � ess�e _(TYP.) 7A00' O KEY HOLE WASHER - - 2.000' - - - - O" ® 'FIN .TRACK ANGLE (4 ijZa" or TRACK ® FLAT PLATED 0.036- (uln.) - D94' CALVµiZm STEEL - - . _3.4•. ) ,�LNNruDMR WITH STUD ,,A Dsr� �CEN F •.,: Vy e. 67s'M I _ _' 140. 44167 Ii 3TSII " &--:- 3i5-`�. e�a �" �'= % I I - '�I�"'� t*: * : * f FLORIDA BUILDING CODE Ni h Veloci Nurrlcone Zona1 �•BOTTOM ZAC WING NUT NICKEL iD O PANEL ' •Q STATE OF 27�AcC In1np nuo. 4G 20 GAGE GALVANIZED STEEL STORM PANEL Fr I -250' 1z1 - - ie7s' i 'Y•'• oRrH e1 - --2oao - - r Kai HOLE ri Dc •. [OfjSD'. 0_&/_z__ . © AT PANEL '%S 10" , GL08AL PROTECTOON PRODUCTS, LLC. 07�n0E0 - " _ IL E C O ENS. NN-MN;N , 4aCA SW 51 STAFF!s" (1) 2"X7WXi/4' KTFMONOLITHIC I . INE WIND DID W/CAT ( '•! - (% AW NMW T.. r a V : MRml_'01M FNDKE (ADM 76n; RssAXS'19s.)A9-rn7 20-176 ALUMINUM ANGLE W(� "" wu p1W 4N-rot 7/8- 3/3 ON G-60067t9 �� M ' • 7/1'I4oe NI KEEL PLAYED ED SILF$ -AC �'AL/510MATM[fOATE STET oR NR,IB Palm sTECI) WWTEII 4 TUR 4041417,L 1I£ Ib 7->b - eHm 2 tr . 107 INSTALLATION DETAILS FOR REGULAR PANEL(] dE CIA END C10SLIM DETAUS FOR INSTALlA110N IN POURED CONQML INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONE 5= OR WOOD nI IS AUE ,,, ANCHORS �/• . y VALID FOR REGULAR. UFE SAFETY AND E Z FUWG SiOl�ll PMQ MN (SEE 9E WHEMAr ON SHEET a & 9) (NETS a 7TIROUSCHEDULE MCIN P) WPO M,(1't' Ot. ' -I:IN.- ry.\ —T- �'O\W,1 ♦. 1 I ,,1 A 1 ,WOO--__= q��y9,� t,l'- T` IiI9� AYIR am. r1jL�as txwm FIXATED 'CONCRETE I I � E D. I 9{A} X -' � t Rcoton. I C-N I 3) J ,� °IMP f _. _ ,(rgtJSPlyeV E.D 1 ` 1 LTA r 11 i,Ice.NI1 u„ ` L---m-a ' I - I i. T; I II _ `I L I 1 I f.T N" ' t� RHLo r EX5T9C POURED 1 1-I 11rr _ _ 1 1 (/7�� CONCRETE OR 1 CONCRETE BLOCK 1 , (.) .,.IN, °II.4u I 1 1 , rs \/ } - I b REOUaED. : I � 9 1t 1 ICASE A LAN) 0-� .4 N t 4 yr1 1 6 I - I iNM�.91G, fin: MRil-n Alm! SCALE 3/16. 1' r RMt i i ,'c�'p}-, 4•W Ml- It 1 i �!( CASE B fPL1Ltl) orOm_j i ra' t, t/5 n�As -i i A _] 14 = SCALE 3/16. 1' °'� N I I '/HM•1 W, ,_ 21R. r.r.-I-=-0 Awe Wlli'IrMT 1 1 ` to SPIIeaAl i ..Pe Hr ,r P , .a H> b eiM :w 1 v.' L , I 1 Lw Asa P 4 Rem. N, z .P.A.M st7WWuoH T.•. - - — Oa� _- ,� IFu I -�) I ,0 ash { (D 1� .min Sv.FeMtuN t I ro aAu i �+9.s r ��s /-� i i ; is �: P'Mr 4 r Oe // I i 14 1 I ; 2' —`a.T f _ -. II I- 1 f 1 ,/.• _ - ; 1"LIM0 Note NNR EXISTING POURED E D. I i �\ I 4r. aM __; �ru�Op� L PaP91F CONCRETE: Goa i E D �- - I CASE C (PLAN) EXISTINGPOURED 9cAEE }/Te-I• CASE D (PLAN) NFOLA'D U ED - I ,, i , SGKE 3/la-1• I CONCRETE BLOCK ���rgl/ pyA.. T.I I REWIRED 1/r -i6i7s`(.,--y 1 ,.sAs m.Wm. "��lwN9MFF1y1 IWi.1 1 m CXX-N DR PAIEIMITE - -.-- _ -. - J/4•- RK VI • R' O Jf ,� y ry: b RF IROP P9.W 9QK I APq RL15 plpl Li 7M-Dlmrz (9CNiEOUFON - O • 1i, - _ _ ,Mr WeRm lR tlWnit 11 ON millit (SEEF l - "FITWO` .NIT-. ,.-. - 511 �ISSOfDUES SHEETS 9 hlRouON 9) _...•-,,,- A�FA r SCAEF. J/HI'III QNL37LjfjJLgi, "NO I /I -I- �w OFOW,O MOTMII 60. • • •I\ - `--' � .•�'I.Pnli nm Ie i %s NHaO =It n EDGE OF a NEW 1' WIDE . VARIES . 1/e- ED. - EDGE DRSrANGIE I 01 MIFF men M w A.oN EDGE a EXISTING O ® MCA ALUM TUBE DR I' 4 (SEE SCHEDULE ON F fP1AN) �'S�'E-4Le )]] EXISTING STUCCO/ pt WOOD PLATE SPACER .( SHEETS 8 a B) 3/18-1- - .WOOD BAIL I WOOD I e NEW I' WIDE ,WARES , I/O' I NOTE FOR COt�tIA710N [)F SECFy: ADM. TUBE OR 1• . VARTES 1 P T WOOD PLATE SPACER I TOP tr BOTTOM MOUNTINGS CAN ' BEHIND TRACK _ -, I COMBINED IN ANY WAY TO SUIT CASE E(PLAN) C . I 7E ANCHORS ON Hi I ` NOT INSTALLATION. SCALE 3/I6-1' 9HEL15 !a nWOLXa+aN a)� '.� I 'RALIE LPN. , ~2� i + --M c A:.T1((/RT 'ySER •'•'- - MIA ,ANCnI 6 r ,*:' E � FLORIDA BUILDING CODE Hi h VelocityHwl9cone Zone _; —`W" A1cwRs— _ CC WCItETE OAR MA S�Am1 (M somemaE 1 L 2• WTI CONCRETE BLOCK EQUAL OR nrow'E '. e292D RICO. WC r) ON — . Al) ! f a 20 GAGE GALVANIZED STEEL STORM PANEL 7 MO.. REIAARED TRAor. K4AP. _ NO 44167 DOWN EY S SECTION X-x o_ * * / C_ �, -- '»x SCALE 3/e-1• - . GLOBAL PROTECTION PRODUCTS, U.C. S TEOA- DETAIL FOR SPACERS REOUiRED AT TOP OR T-9 I O INN. °"` 4" S.W. al 3T1a7T BOTTOM TRACKS ADJACENT TO STUCCO MIND BANDS �� ' RID► . V7 �� . 115 � ,., wALE, . 33" �y ES•" , .... I, I.-.'asi'- ,a.+a £9R.)9e9- (wTee -mo 20-176 n TIN .T__1 DRAAe+F ,N' w %K ,', a-OW97t9 'A yy ,ATE Areµ TAW W AL � A'IN 114MllWA'- WAL10, A TNJlT Pi r1-w _ _ _ nitE'T s ar a PRODUCT EVAI.CATTON R.EkM NO 1&4727 01 2 2.2. TEST REPORTS: Large missile Impact load tests were performed under SSTD 12.99 standard as r section 609. .2 of the Florida Building per 1 1 e F a da u Iding 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 # 0814XI-01 dated 03/11102 witnessed by William R. Mehner, P.E„ Boriz Moroz, PIE. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated 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 November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC 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. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3 STRUCTURAL ENIGiNEERIN , CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A, Tlllit, Jr., P.E, 3. MISSILE IMPACT E R SISTANC_E: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall 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 sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Gabanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. ll 11 1a11A11l.4*/ �.A r ��'_ \\CENSF•' �� 0, -� � S ;_ '�-167 7'/2: f-_, "ilj * * S 1, STATE OF :4, hy'ha`ysIONALTL�I "� '4rrruuH14MOON PRODTECTEV t IATLONIL3!ORTNA 20-072702 3 5. INSTALLATION. - Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shalt be as indicated on sheets 3, 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document (P.E-D.), drawing No. 20-175. 0. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-175. Z. L MITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tllteco, Inc. and signed and sealed by Walter A. TIIIR, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tiliit, Jr., P.E. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). WAnLL D:I TILTECO ADMON RECORDS i P E. REPORT.20 \ GALVANIZED STEEL STORM PANEL \DRWG B 20I751 M 1/4, 2/4. 3/4, 4/4, 5/5. 7/5. 2W/10, 3W/10, 4W/10, 6/5 W/10, GW/11 h 7w/11 ��W/10, Y VAX ANCHONS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 a 9, __ 3' MAX 'I• MIN. ----T. FOR WOOD SEE SECTIONS ON SHEETS 10 a I, - - '1' NON. 0 0 0 6 4 3®+®.� I i i I I I I 1 I ., I I I II I I I II 6 I 1 i. I I ! �_ I 1 i_ I I �_ I ED 1. 1 _{. - _-I _I__1__ � _., '.I r 1 -., , I- T is ,- -T- --T_1 i T i l I _ r 1 I I N - 1 I I! ' I ! I � I I 1 _I � I IT III 1 I I I I .-I 1 ',BOLTED PANELS W/ 1/4e-20c1- I UNBOLTED PANELS IS.S. M.S. BOLT W/ 7/e• . 3/32' r SECTIONS AS I I 1 SS 7 I(SEE ,., , : W;=G O EA OVERLAP !APPLIGBIE)'. i (SEE SECTIONS AS APPLICABLE) 9, . - I- r ,. - - - . i EO l I I I I I 1 D.M. ® 'oI ] � I ,o -j-i 0 of ®+©•&®• @orMAX I I - 3_ M"I - - 3- MIX MAX _ 1Wf 10,/2W/10, 3w/10,/4W/10, 6/5 SW/10, eW/t1 k 7W/11 SCHEDULE FOR ON ONSHEETS 6 a 9 - _ --. _ - _ ANCHORS'. FOR WOOD CONCRETE 5 SECTIONS SIR REGULAR STORM PANELS ',Z) dE � ELEVATION NT.S. 257' 1/4' MPS. GAP _- 11 (MH OARµ -I WHOLE VALLEY) I/4' \ NIL I`= 4 MAY rNP R p:....1? 4c �; ' EN .-!I FLORIDA BUILDING CODE (High VelocityNIA cone Zone) Qi s`-&,�� ? wwD TUZCO. MC `• _ :' N 44167 5T 20 CAGE GALVANIZED STEEL STORM PAWL PAWN 1W *X SECTION A-A1 *': • �--- GLOBAL PROTECTION PRODUCTS, LLC. "�'°0° HT.s. iy ATE IL ECOlrac. aE. , - •e00 ]JY. 91 919ET$O • OR(C1k. Ttalea a cow' OWW, FL =,.20-i76 F '•.,U ..NNW, a. r TH6 A1AU9M. n Anil FNWNe (M4K69-7sw, TALI: (I6F)teI-Wn7'� , . ..... 1Ie.'. w1, -,"4 N:: FAM.T,_1. ORMW,O r: N If4A` nl/MOM,uN/0-n ,.C.`%Urt9 IH WATER, A 11LLIT r.. Pt 4+A 9QT } M „ 1 INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR PANELS CONCRETE OR CONCRETE P dt dA BLOCK STRUCTURES ANCHORS-. FOR CONCRETE SEE SCHEDULE ON SHEET a D - TIETIED CONCRETE -PyIMED CONCRETE ROLM CONCRETE - -- - FOR vow SEE SECTIONS ON SHEET 12 - BLOCK OR CONCRETE BLOC, OR CONCRETE BLOCK 3• µIF. 2.eY 3- MPH.'. REIDIWRCO ( CONCRETER SCHANCHORS REQUIRED r.,,...-"9CNEDUIf RfOUatEOCONCRETE ��S - I. Min. WDa 1_M11Of W'LLLY) WU 1- WP - Op (SEE SCHM ON _ -�• ,& � - I I T .-.. i - I ' -'C_ -!E 1E , I r* 0 L I�l E �D. E.D ! 1 Or 1' Wx Z e ;, lV _ . .. , ,;W . 3/3r I WN00ARN MIT e Y - i§ 1,Huy�(I ' IINM�TEN, i 1 w.-��YMa�dI TO a I •F^^ �AM�N ,P `. _ , { 1 I e E NFi4 1 11 -� To U _ eQlDMtn e I- Car f o1E�p,Aiq'_ r �' Rpim,,a�„ " •- ; 1_ _N ,z[# I 7(�y ( �� 1^- _ i 1.I _ sox 'L' Y 1r ��' 1 HI/.- --,- , f 0 S.i a0t15 W/ S Ike 3/31' a NUT • FAPr I 11Nv-n.Y 1fII u IIDL11 e/ iiyS 7/aY . 3/Jr O MW a EAar H p/aP-2aT- � SS eal5 W/ I'Aa. ]/SY : i NN & WH 1 z I - I O i I I I � MAIL 1 IOVOOM. ' :VINO ,OVOWN 17 L ; IW11C 711A1pe/P,.i I 11 I i I J ' I I I I I _- - 1 , I I 1 1 50a aA55---1 1) "L• I aAs - - 7- MP.. D.M..®y® a. !, I4 BInA *IV 3• MP.. 1018E/12 I' M. E--aLNrR O�• - 'I.:. a MAX rn/ `V uAl1 1 � V rMAT, ) - t- wL- AtCN10R5 FOR C01/(3EfI SEE SCHEDULE ON SHEET 97/1Xe2/Y 7-4 �oF (FOR WDOD SEE SECT04 ON SHEET 12 ErII* EVERYW E;D REGUL A4 STORM PANE! �)tEjry�Et cYATN)1Iro1 Ioc2 ' , I SCALE Sp2'-R1 _ I I i_E J- 1/4•WX. GAP ., L__ N , SOU 1 7a]•- I1 4i f} 1 _I'4•I-20.3/4' S.S. BOLT W/ 32• WING NLR :1 - I - _. 3 -:_ -_ - _. .-. ' (TIN "TUR,.-, ow WVLEv)•.ItA _ :: _. _.___� 1L�PFIJL 2 1/2. O 12 1T O.C. ANCHORS, _ G.OI STUD ANCHORS StAOOCRED CONCRETE ( SCHEDULE ON (1O SPImJIL ON (SEE SCE pen 9) 1 4' MAX / \OW Q] Son CODE SCHEDULE oW SMELT 9) SVWiT Y) SHEET COMCWC2 ppy OOCRETE OR Y.DCK SECTION A -A (TOUR.) - _ IgIIIED COZZ SW OR OOIKAETE ROOt -.- M9UIND on CONCWEIF REDMOND) SCALE 3/32•-I• REOLRRm REDURED INSTALLATION I 11 INZbL&6=N SLUE 3/8-1- SCALE 3/0-1- SCALE afti' .4014 ��P :.7 li ••'. •y51•'l'*- ' ` FLORIDA BUILDING CODE N) h VelocityNu cone Zone NOTT' FOR COMBRunoN OF SFCTIONc � .: NO 44167 •: s0020 n�D...c 20 GATE GALVANIZED STEEL STORM PANEL 11 p,ft"„ IN,. E.D. •tSEDGE OEDµEEON SHEET 9) TOP a BOTTOM MOUNTINGS CAN 8E COMBINED N ANY WAY TO SUR ANY *'' * 4 _ - -, •. S TE 0 _ - AL -, I O INC. PROTECTION PRODUCTS, LL.C. oN/a/27 w11 INSTALLATION. S•0,9 F P - O,FF,, RIO ..� •• ••. •••• 4r� .eCA SW, a, SPIWLT T>i � w Tr ww aeln RrWlc psFKw-7wR. F.il� (RaF)ee9-e797 TINT-�Mw APX-pp0111p tWllm n4 20-176 . &AST NAB %—,.— N,N TMR/1NTf m, 4w- A.I ORA.WKi Wr 1111 NVLTA A IAIJT Jr., F; PA Mt17 ,Y, AIRT . O M -III-0 (1) ^W W c t� I_ _ Fu /t N V! t4 U N L_ _0 c M -0 U.,0- �} j N -0 U -0 C OE. I- '= N O M U_=_ 0 > C Q -C CU -tom 0 . = -C11-0 U) I- Q 7aA 44 FrA rAA Iff c ,p- .= C) _W :;- L.W o s C U O ti C'0 C M U N in>< C N.. CI_ EJf M O to -= fV L t/2 O c9 QA N � 3 3 03 G ON -5 _ C E> cc 03 v -ccIs . 3 "ai fC d 1y L2 Y U N >_ W c cc N E. JIM C E R CD ci W - Z _+_0 U) M O Lr 0- -6-0 0 L_ 0- N CZ Lu Q Z Z Q J 0Y•V - SHEET NO. SH 1.0 _ __I t I -We .11 1 1 L�_ I MIT n I _ _ I -. (_ I I _ I_ I I 1 I "RV _ 11®I mNor,E MOM, (eQ /ce,U1E OM a{ `` I 11 E ' 1 I 1 I 1 T I I 1 1 1 1 r' OE I I I. I I I 1 I I Wry�:OOiTM i0d i I 1 I 1 I I 1 33 WALL AND FLOOR MOUNTING INSTALLATION FOR STOMA In SPLIT PANELS Q .J•-0 ",.. -,xJ P.> STET .. IO j _ _ Wlve>e MIDIp6 {itE I�UL ON ni•.,/aY'-e' -. xb11/••d-e• _.- __� ice_ Mnr ' • #2� eer,�IIIr,P,TOP4it''Pi]�,a)•eonOY)l1CIA 1...NPfll .T DEi•nrOCEf[rt0o,f10Yr MAN. E D. ,um "' o•DIn _ I 1 1 I I 17 1 I I `> ELf.VATiON --I N. _._j]_) a/,e, »PCON SS SIIwA i r 0.[ TI10 SOW ,[aka qul I � ' AIEL N/P Y 4Nw ••MEL (]L 1/i•• ,NIY I • OF9M RfAME IM,•m - w/ 1(NOf I a •De.O r4f.. -T20 Nf. - - NrAUON I I 1 r.r.vrRe'-r - I R,•. M•1f (rlMsn NLW/7 I af�D.•. ] a m Y I,•^ ] 1 1� ELEVATION SCALE I ITTa « DETAIL 2 ,MALL Dr aw tNL caMRMM) MULLION SCHEDULE 1 1 � ' I``�Y I rnwIEE Mcllors / h I r/RE r • 9) � C--- --'�"� LMM•tM10.�PRRAM[M1e10 or ssa P..J_ -TxJ PAT. I141GQE A,O'OIS \ pR lOMmU14 / stnaer ,. ). f . a leEIDe• q �J _ rm• Lim. MULLION REQUIRED Mn. SPAN (R.) ' TUB[ YUlUON " 4 4'-e• 2' . 3' . 1/5' TO W-10' 2' . 4' . 1 '1• > 5•-lo- To 5'-D' 2'. 6'. ,/f • SANS `Au00FOR As_Otx00E.SIGPN/ PRESSWC RATING N,ED SECTION 1 AAL"AieLS OM PA lRSML OR E SCALE 3/8- 1' NOTE: MULLION CAN ALSO BE I/KULIfO W/O STORY PANES ON TOP OR BOTTOM SO THAT IT If LOCATE➢ A, TOP OR BOTTOM Or OPENM (ONE PANEL OPENING 0/ ROBE TOP & BOTTOM) n�i!/iHII Nis ® !' f.eal'-f.ner :l�Aiminum �' `♦!O•t"snle' SmHem' `! _ .l e scf• , / �'--'�' . N.4lw • r>a JPa4[ A. PM rp!O to] I I I - ►I ii 2( i! r `1 IT 2- MULI wM • trot MAMDN SECTION Y-Y IY"Mwa a SPLIT STORY PANEL ELEMATION SCALE 1/4•-1• SCALE 1/O'-1' FLORIDA INSTALLATION DETAILS FOR REGULAR PANELS a do INTO EXISTING WOOD STRUCTURES - i1t6a~i0e"r0 R/film �W c R D�mrrc •en'a' won•O61••"• ' - - • r e<. - vr. ua loses • r oc.. v w �m o eao"r o�lEm�••"•r' t1 r.wry/1'• P;I ria'Oryw,'rw _ 4- �rao4 OILR,P„I rOm�r•6" - I(If/ram �/••Fe0 ry ran t a II,W" WS /r _ - - - _ 4b'•F'i�lr.,ual[� m I 2 2 InlYr aw a •tl.•1• _ -. _. Tti _ I a n•,MF WIRED a" ?� w� API ni, p r ua � S r'• q ' .•m NYDP, wag— 1 s a.•e ec>alAlaE >s I —EDP a j � I L� � i I a".M�M•,M„ f � i � II ,o aAa. II INSTALLATION - ALTERNATIVE 3W SEALU 1/4- - 1 • ],�iP i Oc i • l •O•• Rt! rr! Rar I "� 1 ..,PIG Me r,Pw MR•m 1 INSTALLATION - ALTERNATIVE 1 W �,' Mr.,.PI,. -_ - - _, -- `.LO'I;6e, :RR L" .• om� -- - - -- SCALE: 1/4' - 1'' CEW►iG k FLOOR YOUi11TING WALL Rt FLOOR MOUNTING I/STALIATIOt1 - ALTERNATIVE M INSTALLATIONS - ALTERNATIVE SW WALL MWINTM (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. SCALE: 1/4' - , '- A.S.D. DESIGN PRESSURE RATING) SCALE: 1/4' . 1• SCALE. 1/4- - 1' I en•••• ! u I� � A ' 6 e.. i InI•o I N.IpI NUONJT - _ __ �N�'yN�R tsar. •-.• - - __ •Be11•/bl .OIL OMlea W FLOOR MOUNTING NnYFc• ,aalMnurulh INSTALLATION - SECTION ,IIAW T.. l✓ BGLE. I. I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS a\ ..A• TO 8'-B•, ' '% FLORIDA CODE Velocity UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP 31TLPr ,JCENS BUILDING (High Nut Gone Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Tn,Em PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL Z Np, 4167 z oxmo .s: 20 GAGE GALVANIZED STEEL STORM PANEL rv. - '• DRAWN fr NOTE FOR COMBINATION OF SEGT,ONS: a -- GLOBAL PROTECTION PRODUCT'S U.C. a OArE �•. ST Df_ Q - I�MC. Moo i•. s, a En +,r�O,L:•., FL RIO*,:j 1/`2-]�' *Lwr •� werA'^ GAME. .1. J'ul4 TOP t BOTTOM MOUNTINGS CAN BE .• J]A M�,r. reamM n _AA "Tort_ lrs•>•r-:s•s. 1. MJ•NrP-aTv> 20-176 '' rrANh4 / +..'mplr'a,-,mr CAN, m-+m' COMBINED IN ANY WAY TO SUIT ANY SS' �„� ei, er• INSTALLATION. LAN N s[AL/sanmPW/a,E WALTER A TIWE'... P.L. aP n-,r - x1QT to M fICIRD&T CONCRETE ANCHOR$ watt C ANCHORS to* CONCRETE ANCHOW SEE salm" 04 sw" 11', ro., W000 sm. SEE SECTION ON SNWE' 16 1' 2 4 TWAT ( T 'SEE SCHEDULE � \ (sa s EE ' � 4w 1// 7/4 1Jt /4 3/4 w 4/4 1, 2 & 1W/t5 POLMED COILONETE I' M.: _ _ _� 1' Mn REOU .5W _ MAP, .W. PouRm CONCRETE --)------ .r ---- I I REOIMCO 6 (f 7I j r I PANEL) _ ('� �E14 ("1" I� (INTERIOR IVY I I EET 1. 0m �1m PAMIL I I (WMMN SW R SDAAATOM TO CLASS GLASS /�k!/ MICA y)r i E\v. +7YNecwiRlrS EVf7R' (+ RE-', sTw • ,: Vr o,c sup • lwz ac � I 1 1 1 1 ! t II . I I 1 Y Mln. _ T/sa,• yROMW a4Y.1'/NAorr[ - Y, (CASE I, 1 1 J W' (CASE ) I W SPEmNUrs 1 ro • v In o.c. 1 (SEERTewi7 x OC GET, I (SEE OEM. II{r I (-Rm*TE IDG,ION I _® AT END '1/,• ` (gE/,.°ELMS / • (AL/ER,NE LOT) END I LS I I I I I I •2/14) POUEDc �i i I I MOCKRLOMALL f r I /4. 2/4, 21/4, 3/4 a 4/4 1, 2 do �W/15 1, Z i Iw/15 ALTERNATE LOCATION _J ON LIFE SAFETY PAWL - I}•• Y AREl W/NO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE ,BELOIR) I GPM. - I4 REGULAR PANELS W/ OR --- sum PANEL —"'I - W/0 REGULAR ,RICKS (SEE NOTE I COW-ft_ -!- '••'-' BELOW) = LAST PANEL Eli TO BE YdiAlEp AS PANEL STOW E51[LT OPENING J S BE POURED COKCRErE� ' - W, COI SLAB Y STORMm I(m wWoU" ON COW Of ACIJM LIFE SAFETY MALLOPTION 1 FOR iION IMENDCD C-14. "En j-''-� 1 TO BC AK OR REMO.•ED FROM INSIDE CORDRER 40.OIO ("ESCHEPAI4) — J ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32••t- - SECTION 1 ®°R 1 • 1 1/4• YP sruE: ]/e' > 1• -SECTION 2 SCALE: 3/e• r • Alm- ow -f GAP NOTES ON LIFE SAFET, STORM PANf NST e.<rEM tI- ,\ AIMN - - I UFE NE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PAL) ) OR AS AN Rf1ERIDR PANEL. (ANY PANEL LOCATION N BETWEEN ENO PANELS) B ` ERR PANIU 8 (+47 ,TOM LIFE SAfT'r PANELS MAY OR MAY NOT INSTALLED ADJACENT TO REGULAR PANELS A PAA SEE'an IT (W/ OR W/O REGULAR TRACKS.) 2. LIFE SAFETY STORM PANEL CONSISTS OF D,O39' GALVANIZED STEFi STORM PANE AS SECTIONl,@-8@-8 PER COMPONENT Q. SHEET 2 OF DRAPING. SCALE 3/32'-1' TALK PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE 'ASIDE OF STRUCTURE. 3. LIFE SAFETY PANEL REOUIRES TOP TRACK TO BE COMPONENT ® t BOTTOM TRACK ro aas+a`"Mp �ITIL j/l BE COMPONF ®AS PER SKEET 2 OF THIS DRAWING. Ja iy4 ...•••••.... p COMPONENT THSr�MYas WELL DETNL FLOOR ON SHEET MOUNTED4FOLEI7MNG SECTIONS , t 5�3�V; �`GENSF •S 'Ls FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) •• . {. yinLENGTH FOR COMPONEM Rf s IS' . •10'b'y'�O• •'c :• NO• M. ANCHOR SPACING FOR CoTPONEM OANCNoum AT BOTTOM K GNEN ON 20 GAGE GALVANIZED STEEL STORM PANEL o e. SCHEDULES t L SHEET 14, * COMPONENT b MAY BE PERMANENT UP RLMOYABLE _a-vr/,f/]om - °o PROTECTIONDucTs, I.L.C.a 5. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BLALDNCS ON SHEET 15. 'y'D ••. +bi E oR `�' I L E C O t EE I. STREET� r''hFFSS 6 SEE SHEET 4 FOR DETAIL APPUGBLE TO THE NNECESSn FOR THE INSTALLATION OF �, ,% •d`)•tii • carAMr ' /L f "'CAR, USN)Ww-TENS. FAX,(nr)eae-en] 20-176 A/hell a SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANGS. ON H•"a +� OM1 .ny-'n�e u^`-'uv'r •'• 1'M P E YAiSIO1yTlP[/ORrt CA-OD06T,! WN.,LN A laLlf Jr, P.E Y,r-+tl Nl] pf[, IJ O> A MAXIMUM A.S.D. DESIGN MAXIMUM PRESSURE RATING (p,As.f_) AND CORRESPONDING PANEL LENGTH "L" SCHEDULE (vAID ONLY FOR t(4 INSTALLATIONS AS PER SECTIONS I PIRLI W. ON SHEETS 4. p t 5) PAN MAXIMUM S.S.D. • BOLTED •/ ,/4Y-2W,• ss YS • wI A CMDw • wal"YN OF PAKO. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING CORRESPONDING MAXIMUM ANCHORPRE�URE�TING���.f��D SPACING SCHEDULE FOR REGULAR STORM PANELS J) R a INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS tOt @ INSTAL]TIONS AS PER SECTIONS I THOU 7. ON SHEETS 4 t 5) a,laHe111LI11, a r�/4l� Fa�ER 'r3��' `�GENSF' • 9 FLORIDA BUILDING CODE h Velocity Nurrtconf _? (M Zone) No. 4167 room xFm.wc. 20 DARE GALVANIZED STEEL STORY PAMELe TDAMAN s}•c''. S7 IF °t$ -'�__ 5 9Of`'•. ��1-1`jcA'-[Gi GLOBAL PROTECTION PRODUCTS LLC. 1 ` =CO,-. 01n•n0'P � FL IDP t/ O •L MW SY. S, gum s p•RA ovi wmc (w•� Tea.I.(-M.,I .«r W RT-'4R h : W - 20-176 hhllN L YALIMMaTvftA ATE "LTC. rA-Ome,t! ,� A110" Ton M1� DWHPq Me nlE[I r or a WieAUY AS.0. eES1L11 INO•. 1EN0111 (�L R ) m � � 10 1P1LYO6 a Cer�llr4nd +ie�. -1xJ Y-S' DR tE55 7 1/r UlOU£0 , T/MU B A 7 ,ssi -]2D >r-s• ro W-e' eMw. x ]/.• LMOLICD , nlKT e • 7 +se.o. ->zo >W-a' ro „•-r e1MI. x 1/r +•,J, -4t0 ,x -4' M LESS ] ,/]' e. • • t0 elAa•RIM 45.0. DFS,ON �����) YA,M„/M /rMONDAS SPKJWi FOP E0. - ] 1/Y » APPLIG,iE m YR1016 / A WOMWY PANEL �noa TAKW CF T/8-GRIP WUI-W PMIFIAYOE FDWF D PANpY4TE „EUB ro cc.IclErt I � ro ODICREa oa� To mNw[TE � m arlE]ctt CONCRETE r0 caATeTE CONCRETE e• N/A N/A N/A e• M/A r• ,(/p e' eR/A , (TOP) B. S' N/w NjA 6' e' e' � e• r• , (f0if0Y) I e' II/A M/A N/A e• N/A e' N/A e• N/A x (TOP) i r N/A N/A N/A e• i NIA S• N/A Y WA x (wnw) +Sa.S, -TPA r N/A V. M/A e' I N/A e' I N/A r MIA ] • + (roR) T'_5' OR LESS OR LE55 r s' N/A N/A e' 6" e' r e' 6' ] (e0Tid1) e• M/w N/A M/A e' N/A i' M/A e• NfA 7 (TOP) e• s- N/A N/A or a• e• e• r a' . t T (IItnTOY) . N/A M/A 12 1/2• a ,/.• 17 1/2' I 8 1/•' a ,/P a 1/4' a t!: a t/Nr 5 (,OR/eOTTOM) I $ SEER 10 • ,1 FOR ANp1pRi T.P[ • SPACING FOR wSfALLA1p.NS Yf10 WOO lAl[ eLtD•a 4AIMUM AIIOrIDR SPACr106 AM Ilr•RAR EDGE STAIO[ ANE eOlGim ON llr6 SCHEME FOR En LESS INN! NpR'A1Ep ON SCHEDULE A®UCi A,RC,IDII S9AGE10 eY MLL1WLrrIO SPACAI4 SIt01rN oN SOIEputE eY TIE rOLI.OeNrG FACTORS. MR Ire OPERATIS MIMAJIM, PLUS ION To SEE POeSRAE, REDUCED bTNONO oBr/lllm 1ISN0 r/CTpp S1YlL NN IAES TNN YMYIW 1GPAIYM NOGLrm NOR EXM .wC,lOr IYIE wl AMC,mRi IEfL O. Mf01E 1feE +/4Y 1/41 1/4L 1/ati _ 1/IY 1/4'P M,SI1 6 w/•! P•�••E •A'eYOr GIIIy, OID3f Yr /IIPM fAOW Lk) J ••rep s,.,Iu ;.NMIrMM (N l > I ] I , Try _ J ,j1 IbIR LS OBE B.BIEO RICIBIt LD.. 5/4' LONG BRASS DUSKAZ W/ -2Wr SS. MS • a 1/4. O.C. FOR . LERGnb W ro S•-0' AND a 1/{• O.C. J71Gn• UP TO W-/• Iln OR /,a-10 MALE FEMALE IO OR PAI x"n ►tus • x' 0 C. WITH 1 1/2' Il n. THREADED RATION ro WADER FOR ALL LENGTHS u -5• Ye. + i 1 SEE Y/m1AE 1I oM sH r e I MR — So>ARATIOM I ro a..ss I I I I I E01 I } I [Oi I I 1/r LD.. s/e' LRYND erAss ttusl,nD w/ ,/IY-xW2• ii YJ. • e ,/: OC ' i roles vAr16 tnona U ro s'-D• AND e _ 1/r o.e e01e tFt+DT,6 trP ro a' -a' Yo-. r.•• TRAIT. DR /,4-,o PNME3JP,[ lEJty,E IO oe ., PANELYArE Pll,s • 17 In• e C Wnl, I /x• MTn nMFlOF9 vE/EY•wtroM AT e•oWImM a LTIISIrq rOOD •IArz FDA ' ALL tENGTll9 LIP ro e'-Y Mm. SCALE 3/6-1' Of SHW EKXf IOWTIVE D 1711 INSTALLATION DETAILS FOR REGULAR PANELSC dE INTO EXISTING WOOD STRUCTURES I m' ,�5+ w �iWAmt 'I #. EOI .'.I E01 EOI � � ail 3 cf•N EQ� Ln _ I I I I NWAOu MOOD rfIDG 1 - � •ml•'m ; REWFRO I ' ALTERNITIVE t W ALTERNATIVE 2W 1 _ sExF 3/0-1• SCALE - eECrESCIi�MAESEPMAnOML a -1 •�]/ p I ro eawii � IwniD M)r i i i v � 1 1 EO I I I EOI I I I I I OW EO) EO E01 , � >sr'- •DOe IYAE Pwe \J w- fota��r D RLT]u� ,/•'r �sCRISR •roc W , n IMrAom ,AaW,IMl�ol. ALTERNATIVE SW �jERNATIVE ♦W ' x'r• ,Mart • IeDWon' a nA¢ SCALE 3/8-+' SCALE 3/5-1' R[w4Ro /�Ef,�6iER�E n.,. uw,N uw w.KAI, A�IIau NOTE SHUTTER TRACKS MICIAWTr 1LBIES� 1, INSTALLATIONS ARE ONLY VALID FOR BIItLWNGS WITH AS.O DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 6'-8- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SP£CIRC DENSITY OF D.55 OR EQUAL TOP t BOTTOM MOUNRNGS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. _ WWII'-01/1' _v.--1 --AT Iq TDETAIL 1 4 WALL MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE 1) S STUDS o EVERY OVERLAP m HOLD PANEL PANE [tt'-fillp i 1 pl 1 I ) 1' lM ) YE SEE I IN,TERN7R PANEL ENO PANEL SCIEpULE /1 SC]EOULL /NIL OR ,- - rOp 1W. --- FOR YmI. 3 _ OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING sDLLE ]/,f . r MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT ,Q FOR iNSTALUTIONS INTO CONCRETE dE CONCRETE BLOCK STRUCTURES «NEDULr A T, ibi wi _IyALa,_.IpiuNT CONY]ffWNS TOP t BOTTOu w/_E.O. - ] ,/y S,L1D5 . EVERY — OVERLAP (72 1/2' O. cJ m Han L- 3/e• 4M (CASE a I ]• MM. (CASE a) �--- r 1 _ MMYA �A.SD. IAPCOM G W-p! CNr-IN PAIEDMI[ FpWE O PNEIJMT[ Pleb YCnOIR // • W,01,•N PIPEL PRC55URCM ro C troLX'IR�%rz CONCRETE IIW flF CTENproETE CONCREIF aCOLlMAl10N ,ENOM 7' (n) 5• N/A N/A N/A 5• N/A 8' N/A 6- N/A 1 t x (TOP) 35,0. -720 p' T 9' 9' 9' 9' 9' 9' 1 (BOTTOM) 5'-0' OR LESS 5• N/A N/A N/A 6• N/A 5' N/A 1 t a (TOP) +55.0 -72.0 S'-0' TO 7'-6' 9' s' 9• B' B• 7 1/2• p' 9' 9' 9• 1 (BOTTOM) 5• N/A N/A N/A fi• M/A fi' N/A 6' N/A 1 t 1 (TOP) 9 4' 9• 6' 6" f' 6' 6' + ( TTOM) YARY,M ASD ; (Sep •SAY ,r;I TROY td Of M4TLq CAA 1 (SRO f ]' M RQ♦r LOP 7 A411) APPLICABLE t0 06pN i - _ SE DNS / t MAXIMUM PANEL PRESSURE ro CDIIreINATlO LENGTH "L' (/t.) RAINS -•/ OF THEM +49.2 -61.3 3' p 4 1/2' 4 1/2' 2 (BOTTOM) 7'-e' OR LESS +sa.e -SB.o 3' r l- r 2 (annoy) r-e• OR LESS +530 -720 2 1/2• 2 1/2' 4' ] ,/Y 7 (BOTTOM) T-f' OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (80110M) 7'-6' TO B'-0' +55.0 -72.0 N/A N/A (t10TTOM) 7-5' i0 p'-p- FLORIDA BUILDING CODE -•^� / ,/4' _ YE � SEE '; _ —INTERIOR PANEL SEND PANEL (`dfiJl—J scNEpME SamuLE YI -,--_ n r„R n FOR _ ,. Wa. ANCHOR MR.. ANCHOR SPACING SPACING ,'-]' Mi. , DETAIL 2 FLOOR MOUNTING INSTALLATION APPLICABLE TO SCHEDULE 2) sDIME 3/I6' - 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING s.i ) AND CORRESPQNDING MAXIMUM PANEL PANEL LENGTH "L" SCHEDULE IANMUC••*f OrEr m s£C110M5 1 t ]„S1)g'•TL FOR LEE SAFETY .'rORL• Pm,y SYSTEM ON e.N•eT 1]?_APPLICAIRLE TO a 3:•'vCENSF' No. 44167 * • Cn CIO (NIS --I W/ SPEEDNJTS OCT TOM 'A", # erlrrw AAD Dovl Ya r•ra LFIW'N rrMIIA >Dleeao+ APn Nyo. -,xD r-r• J ]/.• MSOLIm OpKNETE cu SEE SHEET to FOIi ANCHORS TTPE • sPae10 e1M RsruuroNs NTo Wood rRAlt ntDYR9. Y/NfnIV ANCHOR SARONGS NIA YeOfW EDGE D6TAVCE AIR •IOKA,m ON Ile SO40YlE. FOR CD Lao 7MM INDICATED ON SCHEDULE REDUCE ANCHOR BP•CPq NY IRA.1RYUp SPACRIO SNOeIA ON SCNEDUL fT THE r9upWrIO iAtroWi, rTp 11e RIPCRA71011 ro f[ POS9ftE Qoucm 4MEJIO oeTNNm t/swc FACTOR fNlu NOT E LESS NNW IR/MMA sPAulo NOIGiEO FOR EACH ANCHOR TTPC A ANCigRS lE'OD4 ANOIE T1K ,/aY ,/41 t/{'r ,p'. 1/4. rfr.]oi aT,v-Mrs �� ^')•�'E cvl,-N- aw AIIOIp ePACrIO NlIJ J J J 3 ] ,n Pa rlm r W , , ] ,/, , ,n IOBR Rp. OBE Ii1W RME,'IYI _ p ,n• - - - - sa MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,B.L) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORK PANELS i]�& a INSTALLATIONS INTO EXISTING CONCRETE CONCRETE BLACK STRUCTURES (VALID ONLY FOR PANELS �it (iA INSTALLAt10N5 AS PER SECTIONS 1 TI4RU To. ON 5)IEE15 4. s t fi) EL 0 MAX,MIN YAOIII•M ePloNals ePArna ral EO. - ] 1/Y « A0. DITAPCON a TM -CRP CALK-*-CM-w PAEIIMIE FEMME ID PANELNA7E PLUS SOLIDSETAPPLPJBIE 'O 5. L SEYIONS / t MAXIMUM PANEL PRESSURE PAT" CONCRETE TO TO To To To ANY coErerMnoN LENGTHt• (n) TO CONCRETE ToCONCRETE CONCRETE ro CONCAVE CONto CONUI[7E toca41;RETE CONCRETE To CONCRETE caNCRETE of THEN(prlJ BLOCK BLOCK am4.00H ROCK BL00N fi• N/A N/A N/A 6' N/A 8- N/A N/A N/A 1 (LOP) 6- {' N/A N/A 8• 5' S' 6' B• B' N/A N/A + (BOTTOM) 6' N/A N/A N/A 6- N/A S. I N/A a' N/A N/A N/A 2 (TOP) 6• N/A N/A N/A 8• N/A 3' N/A 5• N/A N/A N/A 2 (BOTTOM) +55.5, -72.0 B• N/A N/A N/A 6• N/A 6• N/A 8• N/A N/A N/A 3 t ♦ (TOP) >7'-3' TO B'-0• OR LEA B' 4' N/A N/A B• S. 6" 6' If. 6' N/A N/A ] (BOTTOM) 9• N/A N/A N/A 6' N/A B' N/A 8• N/A N/A N/A J (TOP) 5- 4' N/A N/A 6' S. S. 6' 6• 6• 4 t 7 (BOTTOM)N/A N/A 12 1/2' 6 1/{' 12 1/2' B 1/4' p 1/4' B 1/4' B 1/4' B 1/4' N/A I N/A 5 (TOP/BOTTOM) 50.0. -53.1 N/A N/A 12 1/2• 6 1/4• Ia '/2' E I/4' 6 //4' 6 ,/{' a 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) p'-6• TO 11'-2• 39.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4' 6 1/4• 6 1/1' 6 1/4• N/A I N/A 8 (TOP/BOTTOM) '-8• TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A fi 1/4- 6 1/4• 6 1/4• I fi 1/4• p, 9, 10 (TOP) 43$ _45.0 8• 4' N/A N/A N/A N/A N/A N/A f' 6' 6 I/4' 6 i/{' B (BOTTOM) 12'-4• OR LESS OR LESS6' {' N/A N/A A/A N/A N/A N/A 6' 6• 6 1/4" 6 1/a' 9 (BOTTOM) N/A N/A N/A N/A 6 I/4' 6 1/4' 6 1/4' S 1/4" 70 (BOTTOM) SEE 91QT5 10, II AND 17 FOR ANOIORS TYPE • SPACING FOR INSTALLATIONS 1NI0 BOOR FRAME BIlBDe10. ,WMRJY ANCHOR yACRGi AND WANLY EIIOC DISTANCE ARE NOIOAIEO ON 1!E SCIEDVIE f011 CO. Li34 THAN MECATFD ON SC1aFDUlL RFARCf. ANCHOR SPALr& BY IARLTN•LTNIO SPIGNC S11owN ON SCEEOuIE Br TIM falA•YNO FACTORS FOR its OPERATION TO B[ PO4M%f. REDUCED SPACING OBTAINED USING rNICtTy, SIaLLL NOT BE 1F35 1/1W MIMMLMI SPACING HOISTED POII EACH ANCHOR TYPE AT AINGTIWtS lEOENIO. AMCpm " 1/R I/sY 1/4Y 1/IY 1/4'P 1/4'r -- WmN 7 TTM-a• VO a1K-N eOIA-Yl ImIBL ftG D'LW OWN* F AC 1 0 R PENETRATIONO WIDTH OF PLATE ALIERNATWE SW DIRECT MOUNT INSTALLATION DIRECT MOUNT N No.F416 INSTALLATION DETAILS FOR REGULAR PANELS dE INTO EXISTING WOOD STRUCTURES • t'LI1 _/ta-10 PANCUMSE PLUS 4 $114-,0 PMiEliM7E PLUS �14-10 PANE1lMTE PLUS I' i 6 1/4' 6 1/4' O.C. r/ t 7/e• _ 6 1/4• D.c. w/ + 7/8- THREADED TIRUQED vEeETRATNJN To DEG TOWOW ,INC4DED PE)ETRAT,DN TO I EXISTING WOW HEADER; IX6TI,1C WOOD HEADERREQUIRED I;, E)ostMc r0oo NUDtR I' I: _Mlo Cur • . � I _ luG wt • aR6 4n • tETN E,ID • ew,r s,m • ' ERON am a ,/•• ner ot. MOOD NEARER WOOD HEADER_ ]'�1?� RFAURiO • • yr, i� G REQUIRED • ' MM' _.� 'A•' .il SEE 9peDULE ON I SEE 9tlWQUF W I SEE s01404E ON »MTII a I{- sHECT a SHED e P.,YE'. eOR rn. 9EIWMiION ' Fp1H ry. 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DESIGN :Dws UP To ro ?•cL Si OF Z +ss.s. -7x.o PM AND PAWLS LENGTH w ro e•-e'. .�p.`•., FL R10�."---�' --'� (Pti08AL PROTECTKIN PRODUCTS. LLC. x. FOR NEW r•00D rfMlE CONST1,11CI10N WOOD eIO:IBERs ro E SOUTHERN 4D TEE' • c B B B. p G; �► O 1 Nc. •too s.• e, sIREET Z PPE NO. x. W/ SPECIFY OCNYIY a Os6 OR EQUAL yPP SS) IA`t• / �2G �� • [IeoNmneNo COMPANY •ws. ti SV14 'hhllll Iu/YaM ! ,.•P•. aMq b` ®'ram. ",zr• o � :HaMM no,c les•Iw-»u. Fa. (wlefs-en, 20-176 Q PE lEAL/SIOIYl1AE/alE ORI••IG Arc WArG�T'i.. P.E J H, •,ER 1s W xe SHEET NO. SH 1.1 LD.. 5/4' LONG BRASS DUSKAZ W/ -2Wr SS. MS • a 1/4. O.C. FOR . LERGnb W ro S•-0' AND a 1/{• O.C. J71Gn• UP TO W-/• Iln OR /,a-10 MALE FEMALE IO OR PAI x"n ►tus • x' 0 C. WITH 1 1/2' Il n. THREADED RATION ro WADER FOR ALL LENGTHS u -5• Ye. + i 1 SEE Y/m1AE 1I oM sH r e I MR — So>ARATIOM I ro a..ss I I I I I E01 I } I [Oi I I 1/r LD.. s/e' LRYND erAss ttusl,nD w/ ,/IY-xW2• ii YJ. • e ,/: OC ' i roles vAr16 tnona U ro s'-D• AND e _ 1/r o.e e01e tFt+DT,6 trP ro a' -a' Yo-. r.•• TRAIT. DR /,4-,o PNME3JP,[ lEJty,E IO oe ., PANELYArE Pll,s • 17 In• e C Wnl, I /x• MTn nMFlOF9 vE/EY•wtroM AT e•oWImM a LTIISIrq rOOD •IArz FDA ' ALL tENGTll9 LIP ro e'-Y Mm. SCALE 3/6-1' Of SHW EKXf IOWTIVE D 1711 INSTALLATION DETAILS FOR REGULAR PANELSC dE INTO EXISTING WOOD STRUCTURES I m' ,�5+ w �iWAmt 'I #. EOI .'.I E01 EOI � � ail 3 cf•N EQ� Ln _ I I I I NWAOu MOOD rfIDG 1 - � •ml•'m ; REWFRO I ' ALTERNITIVE t W ALTERNATIVE 2W 1 _ sExF 3/0-1• SCALE - eECrESCIi�MAESEPMAnOML a -1 •�]/ p I ro eawii � IwniD M)r i i i v � 1 1 EO I I I EOI I I I I I OW EO) EO E01 , � >sr'- •DOe IYAE Pwe \J w- fota��r D RLT]u� ,/•'r �sCRISR •roc W , n IMrAom ,AaW,IMl�ol. 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DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT ,Q FOR iNSTALUTIONS INTO CONCRETE dE CONCRETE BLOCK STRUCTURES «NEDULr A T, ibi wi _IyALa,_.IpiuNT CONY]ffWNS TOP t BOTTOu w/_E.O. - ] ,/y S,L1D5 . EVERY — OVERLAP (72 1/2' O. cJ m Han L- 3/e• 4M (CASE a I ]• MM. (CASE a) �--- r 1 _ MMYA �A.SD. IAPCOM G W-p! CNr-IN PAIEDMI[ FpWE O PNEIJMT[ Pleb YCnOIR // • W,01,•N PIPEL PRC55URCM ro C troLX'IR�%rz CONCRETE IIW flF CTENproETE CONCREIF aCOLlMAl10N ,ENOM 7' (n) 5• N/A N/A N/A 5• N/A 8' N/A 6- N/A 1 t x (TOP) 35,0. -720 p' T 9' 9' 9' 9' 9' 9' 1 (BOTTOM) 5'-0' OR LESS 5• N/A N/A N/A 6• N/A 5' N/A 1 t a (TOP) +55.0 -72.0 S'-0' TO 7'-6' 9' s' 9• B' B• 7 1/2• p' 9' 9' 9• 1 (BOTTOM) 5• N/A N/A N/A fi• M/A fi' N/A 6' N/A 1 t 1 (TOP) 9 4' 9• 6' 6" f' 6' 6' + ( TTOM) YARY,M ASD ; (Sep •SAY ,r;I TROY td Of M4TLq CAA 1 (SRO f ]' M RQ♦r LOP 7 A411) APPLICABLE t0 06pN i - _ SE DNS / t MAXIMUM PANEL PRESSURE ro CDIIreINATlO LENGTH "L' (/t.) RAINS -•/ OF THEM +49.2 -61.3 3' p 4 1/2' 4 1/2' 2 (BOTTOM) 7'-e' OR LESS +sa.e -SB.o 3' r l- r 2 (annoy) r-e• OR LESS +530 -720 2 1/2• 2 1/2' 4' ] ,/Y 7 (BOTTOM) T-f' OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (80110M) 7'-6' TO B'-0' +55.0 -72.0 N/A N/A (t10TTOM) 7-5' i0 p'-p- FLORIDA BUILDING CODE -•^� / ,/4' _ YE � SEE '; _ —INTERIOR PANEL SEND PANEL (`dfiJl—J scNEpME SamuLE YI -,--_ n r„R n FOR _ ,. Wa. ANCHOR MR.. ANCHOR SPACING SPACING ,'-]' Mi. , DETAIL 2 FLOOR MOUNTING INSTALLATION APPLICABLE TO SCHEDULE 2) sDIME 3/I6' - 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING s.i ) AND CORRESPQNDING MAXIMUM PANEL PANEL LENGTH "L" SCHEDULE IANMUC••*f OrEr m s£C110M5 1 t ]„S1)g'•TL FOR LEE SAFETY .'rORL• Pm,y SYSTEM ON e.N•eT 1]?_APPLICAIRLE TO a 3:•'vCENSF' No. 44167 * • Cn CIO (NIS --I W/ SPEEDNJTS OCT TOM 'A", # erlrrw AAD Dovl Ya r•ra LFIW'N rrMIIA >Dleeao+ APn Nyo. -,xD r-r• J ]/.• MSOLIm OpKNETE cu SEE SHEET to FOIi ANCHORS TTPE • sPae10 e1M RsruuroNs NTo Wood rRAlt ntDYR9. Y/NfnIV ANCHOR SARONGS NIA YeOfW EDGE D6TAVCE AIR •IOKA,m ON Ile SO40YlE. FOR CD Lao 7MM INDICATED ON SCHEDULE REDUCE ANCHOR BP•CPq NY IRA.1RYUp SPACRIO SNOeIA ON SCNEDUL fT THE r9upWrIO iAtroWi, rTp 11e RIPCRA71011 ro f[ POS9ftE Qoucm 4MEJIO oeTNNm t/swc FACTOR fNlu NOT E LESS NNW IR/MMA sPAulo NOIGiEO FOR EACH ANCHOR TTPC A ANCigRS lE'OD4 ANOIE T1K ,/aY ,/41 t/{'r ,p'. 1/4. rfr.]oi aT,v-Mrs �� ^')•�'E cvl,-N- aw AIIOIp ePACrIO NlIJ J J J 3 ] ,n Pa rlm r W , , ] ,/, , ,n IOBR Rp. OBE Ii1W RME,'IYI _ p ,n• - - - - sa MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,B.L) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORK PANELS i]�& a INSTALLATIONS INTO EXISTING CONCRETE CONCRETE BLACK STRUCTURES (VALID ONLY FOR PANELS �it (iA INSTALLAt10N5 AS PER SECTIONS 1 TI4RU To. ON 5)IEE15 4. s t fi) EL 0 MAX,MIN YAOIII•M ePloNals ePArna ral EO. - ] 1/Y « A0. DITAPCON a TM -CRP CALK-*-CM-w PAEIIMIE FEMME ID PANELNA7E PLUS SOLIDSETAPPLPJBIE 'O 5. L SEYIONS / t MAXIMUM PANEL PRESSURE PAT" CONCRETE TO TO To To To ANY coErerMnoN LENGTHt• (n) TO CONCRETE ToCONCRETE CONCRETE ro CONCAVE CONto CONUI[7E toca41;RETE CONCRETE To CONCRETE caNCRETE of THEN(prlJ BLOCK BLOCK am4.00H ROCK BL00N fi• N/A N/A N/A 6' N/A 8- N/A N/A N/A 1 (LOP) 6- {' N/A N/A 8• 5' S' 6' B• B' N/A N/A + (BOTTOM) 6' N/A N/A N/A 6- N/A S. I N/A a' N/A N/A N/A 2 (TOP) 6• N/A N/A N/A 8• N/A 3' N/A 5• N/A N/A N/A 2 (BOTTOM) +55.5, -72.0 B• N/A N/A N/A 6• N/A 6• N/A 8• N/A N/A N/A 3 t ♦ (TOP) >7'-3' TO B'-0• OR LEA B' 4' N/A N/A B• S. 6" 6' If. 6' N/A N/A ] (BOTTOM) 9• N/A N/A N/A 6' N/A B' N/A 8• N/A N/A N/A J (TOP) 5- 4' N/A N/A 6' S. S. 6' 6• 6• 4 t 7 (BOTTOM)N/A N/A 12 1/2' 6 1/{' 12 1/2' B 1/4' p 1/4' B 1/4' B 1/4' B 1/4' N/A I N/A 5 (TOP/BOTTOM) 50.0. -53.1 N/A N/A 12 1/2• 6 1/4• Ia '/2' E I/4' 6 //4' 6 ,/{' a 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) p'-6• TO 11'-2• 39.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4' 6 1/4• 6 1/1' 6 1/4• N/A I N/A 8 (TOP/BOTTOM) '-8• TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A fi 1/4- 6 1/4• 6 1/4• I fi 1/4• p, 9, 10 (TOP) 43$ _45.0 8• 4' N/A N/A N/A N/A N/A N/A f' 6' 6 I/4' 6 i/{' B (BOTTOM) 12'-4• OR LESS OR LESS6' {' N/A N/A A/A N/A N/A N/A 6' 6• 6 1/4" 6 1/a' 9 (BOTTOM) N/A N/A N/A N/A 6 I/4' 6 1/4' 6 1/4' S 1/4" 70 (BOTTOM) SEE 91QT5 10, II AND 17 FOR ANOIORS TYPE • SPACING FOR INSTALLATIONS 1NI0 BOOR FRAME BIlBDe10. ,WMRJY ANCHOR yACRGi AND WANLY EIIOC DISTANCE ARE NOIOAIEO ON 1!E SCIEDVIE f011 CO. Li34 THAN MECATFD ON SC1aFDUlL RFARCf. ANCHOR SPALr& BY IARLTN•LTNIO SPIGNC S11owN ON SCEEOuIE Br TIM falA•YNO FACTORS FOR its OPERATION TO B[ PO4M%f. REDUCED SPACING OBTAINED USING rNICtTy, SIaLLL NOT BE 1F35 1/1W MIMMLMI SPACING HOISTED POII EACH ANCHOR TYPE AT AINGTIWtS lEOENIO. AMCpm " 1/R I/sY 1/4Y 1/IY 1/4'P 1/4'r -- WmN 7 TTM-a• VO a1K-N eOIA-Yl ImIBL ftG D'LW OWN* F AC 1 0 R PENETRATIONO WIDTH OF PLATE ALIERNATWE SW DIRECT MOUNT INSTALLATION DIRECT MOUNT N No.F416 INSTALLATION DETAILS FOR REGULAR PANELS dE INTO EXISTING WOOD STRUCTURES • t'LI1 _/ta-10 PANCUMSE PLUS 4 $114-,0 PMiEliM7E PLUS �14-10 PANE1lMTE PLUS I' i 6 1/4' 6 1/4' O.C. r/ t 7/e• _ 6 1/4• D.c. w/ + 7/8- THREADED TIRUQED vEeETRATNJN To DEG TOWOW ,INC4DED PE)ETRAT,DN TO I EXISTING WOW HEADER; IX6TI,1C WOOD HEADERREQUIRED I;, E)ostMc r0oo NUDtR I' I: _Mlo Cur • . � I _ luG wt • aR6 4n • tETN E,ID • ew,r s,m • ' ERON am a ,/•• ner ot. MOOD NEARER WOOD HEADER_ ]'�1?� RFAURiO • • yr, i� G REQUIRED • ' MM' _.� 'A•' .il SEE 9peDULE ON I SEE 9tlWQUF W I SEE s01404E ON »MTII a I{- sHECT a SHED e P.,YE'. eOR rn. 9EIWMiION ' Fp1H ry. SEPAIeITION ro olA>e ro Lxla ) ro tun 41W. PANEi LENGTH .. 1 Max. I PAIL] LENGTH (SEE NONE I) 1/•• ]Or,• Se � (SrF NOTE I)ii � � ��+ rs �/ >/•'P . � � MS. R/) � , (SEE NOTE 1) 1 : [XLV'r�D,EA P. ��' ... � ' I_-J/"•'s1F "" � - � - 1 j 'lam O N'N � -, � --- , III • lN1R DWeM 5D1{ 501E I . 501t or t' OF 'L' or 'L' i I MAz MAX (Fa � 4Ax r4SIrER ED. dON FLIP ♦. EO • 7 ,n' O.G OIL, R• `. 12 '1 O.c. , , e Vr on _ Io _ I 1 Ello T t(4 i LAG SCREWS 2••1' MOW iU7E � _ - _ II { - - �I/TItRsa-,10/4O,•>APoNEEcTUiETRA• 2••4' WOOD _PN_jE � x'r{• eo00 PAIE � _.• N TI4TEaDfO REQUIRED q(QURED REWff AT wT/ERO t/aY LAG SCREWS • 4IOWWT+ Or PLATE 'i Bs'nOp.C�. �STAa4AED W/ - - - - .. L 7 ... TNRUIOED , tPENE�RAMTaNN AT 4NwmTN Or PUTS SCALE 3/8-1' SG4E J/MI• SCALE J/M 1' r.F.R LITpNSFORALTERNATNESBW.9Wt1pWONLYVALIDFORS;W/ AUPTOTSIGNLd1D5UP10+43.8.-18.0p.e.f.ANDTN0 SPECIFIC DENSITY OFOr 055DOR COW�LL� TO BE SOUTHERN � �P�'� J�ENSF'••:� Ls� FLORIDA BUILDING CODE (High Velocity Nurrkana Zone N Fort .nMNINATION IK cnONs• - �0a1Et0•20CAREGALVANIZEDSTEELSTOf1YPANELTOPtBOTTOMMOUNTINGSGNBE$coyBlNEoNANrMAYtosurtANrGLOBAL PROTECTION PRODUCTS, LLC. art:INSTALLATION.JJ„4 � ,:•. � p`-,d `'.'"fa' o°i�-R,ms,'1'• tNCKe (es.)en-Ts.e. rAu tesa)eeR-aTPT 20-176 A,w'ell IIIr/N 2 YA�MUp-/alE eY1RR w�,�, PL a MrMP xP , - - •BET a er xe ^�R W U N O� -� O O O � O '^ Al E � L :.c � � ff�^^ sue. Qp f � c O U -fl W O 'L►• O c u N m - = W d Fo 0 ' y C'V t y O O tT] Q N � d O •y 1= L G y O „•., CC 3 ca � G O G � N G EO O � v w INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/,•. un Same • °' D°. r/ INTO EXISTING WOOD STRUCTURES , ,/x IRA. TIRW.IOED PEN[iRAl10N - I ro YTUS,NO ,YANG IWADFR J W- ^' Eo! 'I EQf � v J I I EOI 1-7. EDR - i,: t I F9l 0 NEN(R I Y000 N[ADFR W0� ,gyp O i ]/p��/�• - �O�D � REMRCO I ei c NUM . C4tR> snp • Iz In o.c I B ALTERNATIVE 1 ALTERNATIVE 2 i I o�N s�m�i. 1 ro aAes I EO' 1 I 101 O 1. it Q)I.... � , } EQ I EO; I Irom vurz O �NI I REOvm IQ"�OIIPED rt ) t. `��•"' ALTERNATIVE 3 ALTERNATIVE 4 U N xIlE0UII1E0 i�tHWAM " LAC SCRM • rB00N OR / t r/Y �/•'LDm/e' InrIO m+e elRewe r/ /ft /4'f-xWE' SS NEWS. • e' QG on `v .-xo PMIDI14rt lEl4vE o oR ALTERNATIVE WOOD FRAME CONDITIONS�ANCHOR LOCATIONS � M PAeANrt PLtli • r' O.G M , ,/x' Mn. !Gtl: �. - ,. p ■ ■ TNf(ADm PEIETMT10N ro ROOD PLATE NOTE MARr,ER IRMKi NOT sNo1eN rpR aA,an WAL41, L MOUNTING INSTALLATION •""MILT MIL(/r ALTERNATIVE 1 W �` tE •'" • �� � W sLD,Lt, s/r . ,• 3Q,:' ENSF 7 - FLORIDA BUILDING CODE (High V•IoeN Nurrlopm Zone). Q i .D•7D nLRO' "` 20 GAGE GALVAMTLED STEEL STORY PANEL aAMe� x_ INSIALurIONs MIRE DIMLY vAAO MR BULDKS wrtH wio. DESIGN :Dws UP To ro ?•cL Si OF Z +ss.s. -7x.o PM AND PAWLS LENGTH w ro e•-e'. .�p.`•., FL R10�."---�' --'� (Pti08AL PROTECTKIN PRODUCTS. LLC. x. FOR NEW r•00D rfMlE CONST1,11CI10N WOOD eIO:IBERs ro E SOUTHERN 4D TEE' • c B B B. p G; �► O 1 Nc. •too s.• e, sIREET Z PPE NO. x. W/ SPECIFY OCNYIY a Os6 OR EQUAL yPP SS) IA`t• / �2G �� • [IeoNmneNo COMPANY •ws. ti SV14 'hhllll Iu/YaM ! ,.•P•. aMq b` ®'ram. ",zr• o � :HaMM no,c les•Iw-»u. Fa. (wlefs-en, 20-176 Q PE lEAL/SIOIYl1AE/alE ORI••IG Arc WArG�T'i.. P.E J H, •,ER 1s W xe SHEET NO. SH 1.1 YARY,M ASD ; (Sep •SAY ,r;I TROY td Of M4TLq CAA 1 (SRO f ]' M RQ♦r LOP 7 A411) APPLICABLE t0 06pN i - _ SE DNS / t MAXIMUM PANEL PRESSURE ro CDIIreINATlO LENGTH "L' (/t.) RAINS -•/ OF THEM +49.2 -61.3 3' p 4 1/2' 4 1/2' 2 (BOTTOM) 7'-e' OR LESS +sa.e -SB.o 3' r l- r 2 (annoy) r-e• OR LESS +530 -720 2 1/2• 2 1/2' 4' ] ,/Y 7 (BOTTOM) T-f' OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (80110M) 7'-6' TO B'-0' +55.0 -72.0 N/A N/A (t10TTOM) 7-5' i0 p'-p- FLORIDA BUILDING CODE -•^� / ,/4' _ YE � SEE '; _ —INTERIOR PANEL SEND PANEL (`dfiJl—J scNEpME SamuLE YI -,--_ n r„R n FOR _ ,. Wa. ANCHOR MR.. ANCHOR SPACING SPACING ,'-]' Mi. , DETAIL 2 FLOOR MOUNTING INSTALLATION APPLICABLE TO SCHEDULE 2) sDIME 3/I6' - 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING s.i ) AND CORRESPQNDING MAXIMUM PANEL PANEL LENGTH "L" SCHEDULE IANMUC••*f OrEr m s£C110M5 1 t ]„S1)g'•TL FOR LEE SAFETY .'rORL• Pm,y SYSTEM ON e.N•eT 1]?_APPLICAIRLE TO a 3:•'vCENSF' No. 44167 * • Cn CIO (NIS --I W/ SPEEDNJTS OCT TOM 'A", # erlrrw AAD Dovl Ya r•ra LFIW'N rrMIIA >Dleeao+ APn Nyo. -,xD r-r• J ]/.• MSOLIm OpKNETE cu SEE SHEET to FOIi ANCHORS TTPE • sPae10 e1M RsruuroNs NTo Wood rRAlt ntDYR9. Y/NfnIV ANCHOR SARONGS NIA YeOfW EDGE D6TAVCE AIR •IOKA,m ON Ile SO40YlE. FOR CD Lao 7MM INDICATED ON SCHEDULE REDUCE ANCHOR BP•CPq NY IRA.1RYUp SPACRIO SNOeIA ON SCNEDUL fT THE r9upWrIO iAtroWi, rTp 11e RIPCRA71011 ro f[ POS9ftE Qoucm 4MEJIO oeTNNm t/swc FACTOR fNlu NOT E LESS NNW IR/MMA sPAulo NOIGiEO FOR EACH ANCHOR TTPC A ANCigRS lE'OD4 ANOIE T1K ,/aY ,/41 t/{'r ,p'. 1/4. rfr.]oi aT,v-Mrs �� ^')•�'E cvl,-N- aw AIIOIp ePACrIO NlIJ J J J 3 ] ,n Pa rlm r W , , ] ,/, , ,n IOBR Rp. OBE Ii1W RME,'IYI _ p ,n• - - - - sa MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,B.L) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORK PANELS i]�& a INSTALLATIONS INTO EXISTING CONCRETE CONCRETE BLACK STRUCTURES (VALID ONLY FOR PANELS �it (iA INSTALLAt10N5 AS PER SECTIONS 1 TI4RU To. ON 5)IEE15 4. s t fi) EL 0 MAX,MIN YAOIII•M ePloNals ePArna ral EO. - ] 1/Y « A0. DITAPCON a TM -CRP CALK-*-CM-w PAEIIMIE FEMME ID PANELNA7E PLUS SOLIDSETAPPLPJBIE 'O 5. 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S. 6' 6• 6• 4 t 7 (BOTTOM)N/A N/A 12 1/2' 6 1/{' 12 1/2' B 1/4' p 1/4' B 1/4' B 1/4' B 1/4' N/A I N/A 5 (TOP/BOTTOM) 50.0. -53.1 N/A N/A 12 1/2• 6 1/4• Ia '/2' E I/4' 6 //4' 6 ,/{' a 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) p'-6• TO 11'-2• 39.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4' 6 1/4• 6 1/1' 6 1/4• N/A I N/A 8 (TOP/BOTTOM) '-8• TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A fi 1/4- 6 1/4• 6 1/4• I fi 1/4• p, 9, 10 (TOP) 43$ _45.0 8• 4' N/A N/A N/A N/A N/A N/A f' 6' 6 I/4' 6 i/{' B (BOTTOM) 12'-4• OR LESS OR LESS6' {' N/A N/A A/A N/A N/A N/A 6' 6• 6 1/4" 6 1/a' 9 (BOTTOM) N/A N/A N/A N/A 6 I/4' 6 1/4' 6 1/4' S 1/4" 70 (BOTTOM) SEE 91QT5 10, II AND 17 FOR ANOIORS TYPE • SPACING FOR INSTALLATIONS 1NI0 BOOR FRAME BIlBDe10. ,WMRJY ANCHOR yACRGi AND WANLY EIIOC DISTANCE ARE NOIOAIEO ON 1!E SCIEDVIE f011 CO. Li34 THAN MECATFD ON SC1aFDUlL RFARCf. ANCHOR SPALr& BY IARLTN•LTNIO SPIGNC S11owN ON SCEEOuIE Br TIM falA•YNO FACTORS FOR its OPERATION TO B[ PO4M%f. REDUCED SPACING OBTAINED USING rNICtTy, SIaLLL NOT BE 1F35 1/1W MIMMLMI SPACING HOISTED POII EACH ANCHOR TYPE AT AINGTIWtS lEOENIO. AMCpm " 1/R I/sY 1/4Y 1/IY 1/4'P 1/4'r -- WmN 7 TTM-a• VO a1K-N eOIA-Yl ImIBL ftG D'LW OWN* F AC 1 0 R PENETRATIONO WIDTH OF PLATE ALIERNATWE SW DIRECT MOUNT INSTALLATION DIRECT MOUNT N No.F416 INSTALLATION DETAILS FOR REGULAR PANELS dE INTO EXISTING WOOD STRUCTURES • t'LI1 _/ta-10 PANCUMSE PLUS 4 $114-,0 PMiEliM7E PLUS �14-10 PANE1lMTE PLUS I' i 6 1/4' 6 1/4' O.C. r/ t 7/e• _ 6 1/4• D.c. w/ + 7/8- THREADED TIRUQED vEeETRATNJN To DEG TOWOW ,INC4DED PE)ETRAT,DN TO I EXISTING WOW HEADER; IX6TI,1C WOOD HEADERREQUIRED I;, E)ostMc r0oo NUDtR I' I: _Mlo Cur • . � I _ luG wt • aR6 4n • tETN E,ID • ew,r s,m • ' ERON am a ,/•• ner ot. MOOD NEARER WOOD HEADER_ ]'�1?� RFAURiO • • yr, i� G REQUIRED • ' MM' _.� 'A•' .il SEE 9peDULE ON I SEE 9tlWQUF W I SEE s01404E ON »MTII a I{- sHECT a SHED e P.,YE'. eOR rn. 9EIWMiION ' Fp1H ry. 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DESIGN :Dws UP To ro ?•cL Si OF Z +ss.s. -7x.o PM AND PAWLS LENGTH w ro e•-e'. .�p.`•., FL R10�."---�' --'� (Pti08AL PROTECTKIN PRODUCTS. LLC. x. FOR NEW r•00D rfMlE CONST1,11CI10N WOOD eIO:IBERs ro E SOUTHERN 4D TEE' • c B B B. p G; �► O 1 Nc. •too s.• e, sIREET Z PPE NO. x. W/ SPECIFY OCNYIY a Os6 OR EQUAL yPP SS) IA`t• / �2G �� • [IeoNmneNo COMPANY •ws. ti SV14 'hhllll Iu/YaM ! ,.•P•. aMq b` ®'ram. ",zr• o � :HaMM no,c les•Iw-»u. Fa. (wlefs-en, 20-176 Q PE lEAL/SIOIYl1AE/alE ORI••IG Arc WArG�T'i.. P.E J H, •,ER 1s W xe SHEET NO. SH 1.1 FLORIDA BUILDING CODE -•^� / ,/4' _ YE � SEE '; _ —INTERIOR PANEL SEND PANEL (`dfiJl—J scNEpME SamuLE YI -,--_ n r„R n FOR _ ,. Wa. ANCHOR MR.. ANCHOR SPACING SPACING ,'-]' Mi. , DETAIL 2 FLOOR MOUNTING INSTALLATION APPLICABLE TO SCHEDULE 2) sDIME 3/I6' - 1• MAXIMUM A.S.D. 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DESIGN PRESSURE RATING (R,B.L) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORK PANELS i]�& a INSTALLATIONS INTO EXISTING CONCRETE CONCRETE BLACK STRUCTURES (VALID ONLY FOR PANELS �it (iA INSTALLAt10N5 AS PER SECTIONS 1 TI4RU To. ON 5)IEE15 4. s t fi) EL 0 MAX,MIN YAOIII•M ePloNals ePArna ral EO. - ] 1/Y « A0. DITAPCON a TM -CRP CALK-*-CM-w PAEIIMIE FEMME ID PANELNA7E PLUS SOLIDSETAPPLPJBIE 'O 5. L SEYIONS / t MAXIMUM PANEL PRESSURE PAT" CONCRETE TO TO To To To ANY coErerMnoN LENGTHt• (n) TO CONCRETE ToCONCRETE CONCRETE ro CONCAVE CONto CONUI[7E toca41;RETE CONCRETE To CONCRETE caNCRETE of THEN(prlJ BLOCK BLOCK am4.00H ROCK BL00N fi• N/A N/A N/A 6' N/A 8- N/A N/A N/A 1 (LOP) 6- {' N/A N/A 8• 5' S' 6' B• B' N/A N/A + (BOTTOM) 6' N/A N/A N/A 6- N/A S. I N/A a' N/A N/A N/A 2 (TOP) 6• N/A N/A N/A 8• N/A 3' N/A 5• N/A N/A N/A 2 (BOTTOM) +55.5, -72.0 B• N/A N/A N/A 6• N/A 6• N/A 8• N/A N/A N/A 3 t ♦ (TOP) >7'-3' TO B'-0• OR LEA B' 4' N/A N/A B• S. 6" 6' If. 6' N/A N/A ] (BOTTOM) 9• N/A N/A N/A 6' N/A B' N/A 8• N/A N/A N/A J (TOP) 5- 4' N/A N/A 6' S. S. 6' 6• 6• 4 t 7 (BOTTOM)N/A N/A 12 1/2' 6 1/{' 12 1/2' B 1/4' p 1/4' B 1/4' B 1/4' B 1/4' N/A I N/A 5 (TOP/BOTTOM) 50.0. -53.1 N/A N/A 12 1/2• 6 1/4• Ia '/2' E I/4' 6 //4' 6 ,/{' a 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) p'-6• TO 11'-2• 39.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4' 6 1/4• 6 1/1' 6 1/4• N/A I N/A 8 (TOP/BOTTOM) '-8• TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A fi 1/4- 6 1/4• 6 1/4• I fi 1/4• p, 9, 10 (TOP) 43$ _45.0 8• 4' N/A N/A N/A N/A N/A N/A f' 6' 6 I/4' 6 i/{' B (BOTTOM) 12'-4• OR LESS OR LESS6' {' N/A N/A A/A N/A N/A N/A 6' 6• 6 1/4" 6 1/a' 9 (BOTTOM) N/A N/A N/A N/A 6 I/4' 6 1/4' 6 1/4' S 1/4" 70 (BOTTOM) SEE 91QT5 10, II AND 17 FOR ANOIORS TYPE • SPACING FOR INSTALLATIONS 1NI0 BOOR FRAME BIlBDe10. ,WMRJY ANCHOR yACRGi AND WANLY EIIOC DISTANCE ARE NOIOAIEO ON 1!E SCIEDVIE f011 CO. Li34 THAN MECATFD ON SC1aFDUlL RFARCf. ANCHOR SPALr& BY IARLTN•LTNIO SPIGNC S11owN ON SCEEOuIE Br TIM falA•YNO FACTORS FOR its OPERATION TO B[ PO4M%f. REDUCED SPACING OBTAINED USING rNICtTy, SIaLLL NOT BE 1F35 1/1W MIMMLMI SPACING HOISTED POII EACH ANCHOR TYPE AT AINGTIWtS lEOENIO. AMCpm " 1/R I/sY 1/4Y 1/IY 1/4'P 1/4'r -- WmN 7 TTM-a• VO a1K-N eOIA-Yl ImIBL ftG D'LW OWN* F AC 1 0 R PENETRATIONO WIDTH OF PLATE ALIERNATWE SW DIRECT MOUNT INSTALLATION DIRECT MOUNT N No.F416 INSTALLATION DETAILS FOR REGULAR PANELS dE INTO EXISTING WOOD STRUCTURES • t'LI1 _/ta-10 PANCUMSE PLUS 4 $114-,0 PMiEliM7E PLUS �14-10 PANE1lMTE PLUS I' i 6 1/4' 6 1/4' O.C. r/ t 7/e• _ 6 1/4• D.c. w/ + 7/8- THREADED TIRUQED vEeETRATNJN To DEG TOWOW ,INC4DED PE)ETRAT,DN TO I EXISTING WOW HEADER; IX6TI,1C WOOD HEADERREQUIRED I;, E)ostMc r0oo NUDtR I' I: _Mlo Cur • . � I _ luG wt • aR6 4n • tETN E,ID • ew,r s,m • ' ERON am a ,/•• ner ot. MOOD NEARER WOOD HEADER_ ]'�1?� RFAURiO • • yr, i� G REQUIRED • ' MM' _.� 'A•' .il SEE 9peDULE ON I SEE 9tlWQUF W I SEE s01404E ON »MTII a I{- sHECT a SHED e P.,YE'. eOR rn. 9EIWMiION ' Fp1H ry. SEPAIeITION ro olA>e ro Lxla ) ro tun 41W. PANEi LENGTH .. 1 Max. I PAIL] LENGTH (SEE NONE I) 1/•• ]Or,• Se � (SrF NOTE I)ii � � ��+ rs �/ >/•'P . � � MS. R/) � , (SEE NOTE 1) 1 : [XLV'r�D,EA P. ��' ... � ' I_-J/"•'s1F "" � - � - 1 j 'lam O N'N � -, � --- , III • lN1R DWeM 5D1{ 501E I . 501t or t' OF 'L' or 'L' i I MAz MAX (Fa � 4Ax r4SIrER ED. dON FLIP ♦. EO • 7 ,n' O.G OIL, R• `. 12 '1 O.c. , , e Vr on _ Io _ I 1 Ello T t(4 i LAG SCREWS 2••1' MOW iU7E � _ - _ II { - - �I/TItRsa-,10/4O,•>APoNEEcTUiETRA• 2••4' WOOD _PN_jE � x'r{• eo00 PAIE � _.• N TI4TEaDfO REQUIRED q(QURED REWff AT wT/ERO t/aY LAG SCREWS • 4IOWWT+ Or PLATE 'i Bs'nOp.C�. �STAa4AED W/ - - - - .. L 7 ... TNRUIOED , tPENE�RAMTaNN AT 4NwmTN Or PUTS SCALE 3/8-1' SG4E J/MI• SCALE J/M 1' r.F.R LITpNSFORALTERNATNESBW.9Wt1pWONLYVALIDFORS;W/ AUPTOTSIGNLd1D5UP10+43.8.-18.0p.e.f.ANDTN0 SPECIFIC DENSITY OFOr 055DOR COW�LL� TO BE SOUTHERN � �P�'� J�ENSF'••:� Ls� FLORIDA BUILDING CODE (High Velocity Nurrkana Zone N Fort .nMNINATION IK cnONs• - �0a1Et0•20CAREGALVANIZEDSTEELSTOf1YPANELTOPtBOTTOMMOUNTINGSGNBE$coyBlNEoNANrMAYtosurtANrGLOBAL PROTECTION PRODUCTS, LLC. art:INSTALLATION.JJ„4 � ,:•. � p`-,d `'.'"fa' o°i�-R,ms,'1'• tNCKe (es.)en-Ts.e. rAu tesa)eeR-aTPT 20-176 A,w'ell IIIr/N 2 YA�MUp-/alE eY1RR w�,�, PL a MrMP xP , - - •BET a er xe ^�R W U N O� -� O O O � O '^ Al E � L :.c � � ff�^^ sue. Qp f � c O U -fl W O 'L►• O c u N m - = W d Fo 0 ' y C'V t y O O tT] Q N � d O •y 1= L G y O „•., CC 3 ca � G O G � N G EO O � v w INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/,•. un Same • °' D°. r/ INTO EXISTING WOOD STRUCTURES , ,/x IRA. TIRW.IOED PEN[iRAl10N - I ro YTUS,NO ,YANG IWADFR J W- ^' Eo! 'I EQf � v J I I EOI 1-7. EDR - i,: t I F9l 0 NEN(R I Y000 N[ADFR W0� ,gyp O i ]/p��/�• - �O�D � REMRCO I ei c NUM . C4tR> snp • Iz In o.c I B ALTERNATIVE 1 ALTERNATIVE 2 i I o�N s�m�i. 1 ro aAes I EO' 1 I 101 O 1. it Q)I.... � , } EQ I EO; I Irom vurz O �NI I REOvm IQ"�OIIPED rt ) t. `��•"' ALTERNATIVE 3 ALTERNATIVE 4 U N xIlE0UII1E0 i�tHWAM " LAC SCRM • rB00N OR / t r/Y �/•'LDm/e' InrIO m+e elRewe r/ /ft /4'f-xWE' SS NEWS. • e' QG on `v .-xo PMIDI14rt lEl4vE o oR ALTERNATIVE WOOD FRAME CONDITIONS�ANCHOR LOCATIONS � M PAeANrt PLtli • r' O.G M , ,/x' Mn. !Gtl: �. - ,. p ■ ■ TNf(ADm PEIETMT10N ro ROOD PLATE NOTE MARr,ER IRMKi NOT sNo1eN rpR aA,an WAL41, L MOUNTING INSTALLATION •""MILT MIL(/r ALTERNATIVE 1 W �` tE •'" • �� � W sLD,Lt, s/r . ,• 3Q,:' ENSF 7 - FLORIDA BUILDING CODE (High V•IoeN Nurrlopm Zone). Q i .D•7D nLRO' "` 20 GAGE GALVAMTLED STEEL STORY PANEL aAMe� x_ INSIALurIONs MIRE DIMLY vAAO MR BULDKS wrtH wio. DESIGN :Dws UP To ro ?•cL Si OF Z +ss.s. -7x.o PM AND PAWLS LENGTH w ro e•-e'. .�p.`•., FL R10�."---�' --'� (Pti08AL PROTECTKIN PRODUCTS. LLC. x. FOR NEW r•00D rfMlE CONST1,11CI10N WOOD eIO:IBERs ro E SOUTHERN 4D TEE' • c B B B. p G; �► O 1 Nc. •too s.• e, sIREET Z PPE NO. x. W/ SPECIFY OCNYIY a Os6 OR EQUAL yPP SS) IA`t• / �2G �� • [IeoNmneNo COMPANY •ws. ti SV14 'hhllll Iu/YaM ! ,.•P•. aMq b` ®'ram. ",zr• o � :HaMM no,c les•Iw-»u. Fa. (wlefs-en, 20-176 Q PE lEAL/SIOIYl1AE/alE ORI••IG Arc WArG�T'i.. P.E J H, •,ER 1s W xe SHEET NO. SH 1.1 cu SEE SHEET to FOIi ANCHORS TTPE • sPae10 e1M RsruuroNs NTo Wood rRAlt ntDYR9. Y/NfnIV ANCHOR SARONGS NIA YeOfW EDGE D6TAVCE AIR •IOKA,m ON Ile SO40YlE. FOR CD Lao 7MM INDICATED ON SCHEDULE REDUCE ANCHOR BP•CPq NY IRA.1RYUp SPACRIO SNOeIA ON SCNEDUL fT THE r9upWrIO iAtroWi, rTp 11e RIPCRA71011 ro f[ POS9ftE Qoucm 4MEJIO oeTNNm t/swc FACTOR fNlu NOT E LESS NNW IR/MMA sPAulo NOIGiEO FOR EACH ANCHOR TTPC A ANCigRS lE'OD4 ANOIE T1K ,/aY ,/41 t/{'r ,p'. 1/4. rfr.]oi aT,v-Mrs �� ^')•�'E cvl,-N- aw AIIOIp ePACrIO NlIJ J J J 3 ] ,n Pa rlm r W , , ] ,/, , ,n IOBR Rp. OBE Ii1W RME,'IYI _ p ,n• - - - - sa MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,B.L) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORK PANELS i]�& a INSTALLATIONS INTO EXISTING CONCRETE CONCRETE BLACK STRUCTURES (VALID ONLY FOR PANELS �it (iA INSTALLAt10N5 AS PER SECTIONS 1 TI4RU To. ON 5)IEE15 4. s t fi) EL 0 MAX,MIN YAOIII•M ePloNals ePArna ral EO. - ] 1/Y « A0. DITAPCON a TM -CRP CALK-*-CM-w PAEIIMIE FEMME ID PANELNA7E PLUS SOLIDSETAPPLPJBIE 'O 5. L SEYIONS / t MAXIMUM PANEL PRESSURE PAT" CONCRETE TO TO To To To ANY coErerMnoN LENGTHt• (n) TO CONCRETE ToCONCRETE CONCRETE ro CONCAVE CONto CONUI[7E toca41;RETE CONCRETE To CONCRETE caNCRETE of THEN(prlJ BLOCK BLOCK am4.00H ROCK BL00N fi• N/A N/A N/A 6' N/A 8- N/A N/A N/A 1 (LOP) 6- {' N/A N/A 8• 5' S' 6' B• B' N/A N/A + (BOTTOM) 6' N/A N/A N/A 6- N/A S. I N/A a' N/A N/A N/A 2 (TOP) 6• N/A N/A N/A 8• N/A 3' N/A 5• N/A N/A N/A 2 (BOTTOM) +55.5, -72.0 B• N/A N/A N/A 6• N/A 6• N/A 8• N/A N/A N/A 3 t ♦ (TOP) >7'-3' TO B'-0• OR LEA B' 4' N/A N/A B• S. 6" 6' If. 6' N/A N/A ] (BOTTOM) 9• N/A N/A N/A 6' N/A B' N/A 8• N/A N/A N/A J (TOP) 5- 4' N/A N/A 6' S. S. 6' 6• 6• 4 t 7 (BOTTOM)N/A N/A 12 1/2' 6 1/{' 12 1/2' B 1/4' p 1/4' B 1/4' B 1/4' B 1/4' N/A I N/A 5 (TOP/BOTTOM) 50.0. -53.1 N/A N/A 12 1/2• 6 1/4• Ia '/2' E I/4' 6 //4' 6 ,/{' a 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) p'-6• TO 11'-2• 39.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4' 6 1/4• 6 1/1' 6 1/4• N/A I N/A 8 (TOP/BOTTOM) '-8• TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A fi 1/4- 6 1/4• 6 1/4• I fi 1/4• p, 9, 10 (TOP) 43$ _45.0 8• 4' N/A N/A N/A N/A N/A N/A f' 6' 6 I/4' 6 i/{' B (BOTTOM) 12'-4• OR LESS OR LESS6' {' N/A N/A A/A N/A N/A N/A 6' 6• 6 1/4" 6 1/a' 9 (BOTTOM) N/A N/A N/A N/A 6 I/4' 6 1/4' 6 1/4' S 1/4" 70 (BOTTOM) SEE 91QT5 10, II AND 17 FOR ANOIORS TYPE • SPACING FOR INSTALLATIONS 1NI0 BOOR FRAME BIlBDe10. ,WMRJY ANCHOR yACRGi AND WANLY EIIOC DISTANCE ARE NOIOAIEO ON 1!E SCIEDVIE f011 CO. Li34 THAN MECATFD ON SC1aFDUlL RFARCf. ANCHOR SPALr& BY IARLTN•LTNIO SPIGNC S11owN ON SCEEOuIE Br TIM falA•YNO FACTORS FOR its OPERATION TO B[ PO4M%f. REDUCED SPACING OBTAINED USING rNICtTy, SIaLLL NOT BE 1F35 1/1W MIMMLMI SPACING HOISTED POII EACH ANCHOR TYPE AT AINGTIWtS lEOENIO. AMCpm " 1/R I/sY 1/4Y 1/IY 1/4'P 1/4'r -- WmN 7 TTM-a• VO a1K-N eOIA-Yl ImIBL ftG D'LW OWN* F AC 1 0 R PENETRATIONO WIDTH OF PLATE ALIERNATWE SW DIRECT MOUNT INSTALLATION DIRECT MOUNT N No.F416 INSTALLATION DETAILS FOR REGULAR PANELS dE INTO EXISTING WOOD STRUCTURES • t'LI1 _/ta-10 PANCUMSE PLUS 4 $114-,0 PMiEliM7E PLUS �14-10 PANE1lMTE PLUS I' i 6 1/4' 6 1/4' O.C. r/ t 7/e• _ 6 1/4• D.c. w/ + 7/8- THREADED TIRUQED vEeETRATNJN To DEG TOWOW ,INC4DED PE)ETRAT,DN TO I EXISTING WOW HEADER; IX6TI,1C WOOD HEADERREQUIRED I;, E)ostMc r0oo NUDtR I' I: _Mlo Cur • . � I _ luG wt • aR6 4n • tETN E,ID • ew,r s,m • ' ERON am a ,/•• ner ot. MOOD NEARER WOOD HEADER_ ]'�1?� RFAURiO • • yr, i� G REQUIRED • ' MM' _.� 'A•' .il SEE 9peDULE ON I SEE 9tlWQUF W I SEE s01404E ON »MTII a I{- sHECT a SHED e P.,YE'. eOR rn. 9EIWMiION ' Fp1H ry. SEPAIeITION ro olA>e ro Lxla ) ro tun 41W. PANEi LENGTH .. 1 Max. I PAIL] LENGTH (SEE NONE I) 1/•• ]Or,• Se � (SrF NOTE I)ii � � ��+ rs �/ >/•'P . � � MS. R/) � , (SEE NOTE 1) 1 : [XLV'r�D,EA P. ��' ... � ' I_-J/"•'s1F "" � - � - 1 j 'lam O N'N � -, � --- , III • lN1R DWeM 5D1{ 501E I . 501t or t' OF 'L' or 'L' i I MAz MAX (Fa � 4Ax r4SIrER ED. dON FLIP ♦. EO • 7 ,n' O.G OIL, R• `. 12 '1 O.c. , , e Vr on _ Io _ I 1 Ello T t(4 i LAG SCREWS 2••1' MOW iU7E � _ - _ II { - - �I/TItRsa-,10/4O,•>APoNEEcTUiETRA• 2••4' WOOD _PN_jE � x'r{• eo00 PAIE � _.• N TI4TEaDfO REQUIRED q(QURED REWff AT wT/ERO t/aY LAG SCREWS • 4IOWWT+ Or PLATE 'i Bs'nOp.C�. �STAa4AED W/ - - - - .. L 7 ... 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TIRW.IOED PEN[iRAl10N - I ro YTUS,NO ,YANG IWADFR J W- ^' Eo! 'I EQf � v J I I EOI 1-7. EDR - i,: t I F9l 0 NEN(R I Y000 N[ADFR W0� ,gyp O i ]/p��/�• - �O�D � REMRCO I ei c NUM . C4tR> snp • Iz In o.c I B ALTERNATIVE 1 ALTERNATIVE 2 i I o�N s�m�i. 1 ro aAes I EO' 1 I 101 O 1. it Q)I.... � , } EQ I EO; I Irom vurz O �NI I REOvm IQ"�OIIPED rt ) t. `��•"' ALTERNATIVE 3 ALTERNATIVE 4 U N xIlE0UII1E0 i�tHWAM " LAC SCRM • rB00N OR / t r/Y �/•'LDm/e' InrIO m+e elRewe r/ /ft /4'f-xWE' SS NEWS. • e' QG on `v .-xo PMIDI14rt lEl4vE o oR ALTERNATIVE WOOD FRAME CONDITIONS�ANCHOR LOCATIONS � M PAeANrt PLtli • r' O.G M , ,/x' Mn. !Gtl: �. - ,. p ■ ■ TNf(ADm PEIETMT10N ro ROOD PLATE NOTE MARr,ER IRMKi NOT sNo1eN rpR aA,an WAL41, L MOUNTING INSTALLATION •""MILT MIL(/r ALTERNATIVE 1 W �` tE •'" • �� � W sLD,Lt, s/r . ,• 3Q,:' ENSF 7 - FLORIDA BUILDING CODE (High V•IoeN Nurrlopm Zone). Q i .D•7D nLRO' "` 20 GAGE GALVAMTLED STEEL STORY PANEL aAMe� x_ INSIALurIONs MIRE DIMLY vAAO MR BULDKS wrtH wio. DESIGN :Dws UP To ro ?•cL Si OF Z +ss.s. -7x.o PM AND PAWLS LENGTH w ro e•-e'. .�p.`•., FL R10�."---�' --'� (Pti08AL PROTECTKIN PRODUCTS. LLC. x. FOR NEW r•00D rfMlE CONST1,11CI10N WOOD eIO:IBERs ro E SOUTHERN 4D TEE' • c B B B. p G; �► O 1 Nc. •too s.• e, sIREET Z PPE NO. x. W/ SPECIFY OCNYIY a Os6 OR EQUAL yPP SS) IA`t• / �2G �� • [IeoNmneNo COMPANY •ws. ti SV14 'hhllll Iu/YaM ! ,.•P•. aMq b` ®'ram. ",zr• o � :HaMM no,c les•Iw-»u. Fa. (wlefs-en, 20-176 Q PE lEAL/SIOIYl1AE/alE ORI••IG Arc WArG�T'i.. P.E J H, •,ER 1s W xe SHEET NO. SH 1.1 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,B.L) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORK PANELS i]�& a INSTALLATIONS INTO EXISTING CONCRETE CONCRETE BLACK STRUCTURES (VALID ONLY FOR PANELS �it (iA INSTALLAt10N5 AS PER SECTIONS 1 TI4RU To. ON 5)IEE15 4. s t fi) EL 0 MAX,MIN YAOIII•M ePloNals ePArna ral EO. - ] 1/Y « A0. DITAPCON a TM -CRP CALK-*-CM-w PAEIIMIE FEMME ID PANELNA7E PLUS SOLIDSETAPPLPJBIE 'O 5. L SEYIONS / t MAXIMUM PANEL PRESSURE PAT" CONCRETE TO TO To To To ANY coErerMnoN LENGTHt• (n) TO CONCRETE ToCONCRETE CONCRETE ro CONCAVE CONto CONUI[7E toca41;RETE CONCRETE To CONCRETE caNCRETE of THEN(prlJ BLOCK BLOCK am4.00H ROCK BL00N fi• N/A N/A N/A 6' N/A 8- N/A N/A N/A 1 (LOP) 6- {' N/A N/A 8• 5' S' 6' B• B' N/A N/A + (BOTTOM) 6' N/A N/A N/A 6- N/A S. I N/A a' N/A N/A N/A 2 (TOP) 6• N/A N/A N/A 8• N/A 3' N/A 5• N/A N/A N/A 2 (BOTTOM) +55.5, -72.0 B• N/A N/A N/A 6• N/A 6• N/A 8• N/A N/A N/A 3 t ♦ (TOP) >7'-3' TO B'-0• OR LEA B' 4' N/A N/A B• S. 6" 6' If. 6' N/A N/A ] (BOTTOM) 9• N/A N/A N/A 6' N/A B' N/A 8• N/A N/A N/A J (TOP) 5- 4' N/A N/A 6' S. S. 6' 6• 6• 4 t 7 (BOTTOM)N/A N/A 12 1/2' 6 1/{' 12 1/2' B 1/4' p 1/4' B 1/4' B 1/4' B 1/4' N/A I N/A 5 (TOP/BOTTOM) 50.0. -53.1 N/A N/A 12 1/2• 6 1/4• Ia '/2' E I/4' 6 //4' 6 ,/{' a 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) p'-6• TO 11'-2• 39.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4' 6 1/4• 6 1/1' 6 1/4• N/A I N/A 8 (TOP/BOTTOM) '-8• TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A fi 1/4- 6 1/4• 6 1/4• I fi 1/4• p, 9, 10 (TOP) 43$ _45.0 8• 4' N/A N/A N/A N/A N/A N/A f' 6' 6 I/4' 6 i/{' B (BOTTOM) 12'-4• OR LESS OR LESS6' {' N/A N/A A/A N/A N/A N/A 6' 6• 6 1/4" 6 1/a' 9 (BOTTOM) N/A N/A N/A N/A 6 I/4' 6 1/4' 6 1/4' S 1/4" 70 (BOTTOM) SEE 91QT5 10, II AND 17 FOR ANOIORS TYPE • SPACING FOR INSTALLATIONS 1NI0 BOOR FRAME BIlBDe10. ,WMRJY ANCHOR yACRGi AND WANLY EIIOC DISTANCE ARE NOIOAIEO ON 1!E SCIEDVIE f011 CO. Li34 THAN MECATFD ON SC1aFDUlL RFARCf. ANCHOR SPALr& BY IARLTN•LTNIO SPIGNC S11owN ON SCEEOuIE Br TIM falA•YNO FACTORS FOR its OPERATION TO B[ PO4M%f. REDUCED SPACING OBTAINED USING rNICtTy, SIaLLL NOT BE 1F35 1/1W MIMMLMI SPACING HOISTED POII EACH ANCHOR TYPE AT AINGTIWtS lEOENIO. AMCpm " 1/R I/sY 1/4Y 1/IY 1/4'P 1/4'r -- WmN 7 TTM-a• VO a1K-N eOIA-Yl ImIBL ftG D'LW OWN* F AC 1 0 R PENETRATIONO WIDTH OF PLATE ALIERNATWE SW DIRECT MOUNT INSTALLATION DIRECT MOUNT N No.F416 INSTALLATION DETAILS FOR REGULAR PANELS dE INTO EXISTING WOOD STRUCTURES • t'LI1 _/ta-10 PANCUMSE PLUS 4 $114-,0 PMiEliM7E PLUS �14-10 PANE1lMTE PLUS I' i 6 1/4' 6 1/4' O.C. r/ t 7/e• _ 6 1/4• D.c. w/ + 7/8- THREADED TIRUQED vEeETRATNJN To DEG TOWOW ,INC4DED PE)ETRAT,DN TO I EXISTING WOW HEADER; IX6TI,1C WOOD HEADERREQUIRED I;, E)ostMc r0oo NUDtR I' I: _Mlo Cur • . � I _ luG wt • aR6 4n • tETN E,ID • ew,r s,m • ' ERON am a ,/•• ner ot. MOOD NEARER WOOD HEADER_ ]'�1?� RFAURiO • • yr, i� G REQUIRED • ' MM' _.� 'A•' .il SEE 9peDULE ON I SEE 9tlWQUF W I SEE s01404E ON »MTII a I{- sHECT a SHED e P.,YE'. eOR rn. 9EIWMiION ' Fp1H ry. SEPAIeITION ro olA>e ro Lxla ) ro tun 41W. PANEi LENGTH .. 1 Max. I PAIL] LENGTH (SEE NONE I) 1/•• ]Or,• Se � (SrF NOTE I)ii � � ��+ rs �/ >/•'P . � � MS. R/) � , (SEE NOTE 1) 1 : [XLV'r�D,EA P. ��' ... � ' I_-J/"•'s1F "" � - � - 1 j 'lam O N'N � -, � --- , III • lN1R DWeM 5D1{ 501E I . 501t or t' OF 'L' or 'L' i I MAz MAX (Fa � 4Ax r4SIrER ED. dON FLIP ♦. EO • 7 ,n' O.G OIL, R• `. 12 '1 O.c. , , e Vr on _ Io _ I 1 Ello T t(4 i LAG SCREWS 2••1' MOW iU7E � _ - _ II { - - �I/TItRsa-,10/4O,•>APoNEEcTUiETRA• 2••4' WOOD _PN_jE � x'r{• eo00 PAIE � _.• N TI4TEaDfO REQUIRED q(QURED REWff AT wT/ERO t/aY LAG SCREWS • 4IOWWT+ Or PLATE 'i Bs'nOp.C�. �STAa4AED W/ - - - - .. L 7 ... TNRUIOED , tPENE�RAMTaNN AT 4NwmTN Or PUTS SCALE 3/8-1' SG4E J/MI• SCALE J/M 1' r.F.R LITpNSFORALTERNATNESBW.9Wt1pWONLYVALIDFORS;W/ AUPTOTSIGNLd1D5UP10+43.8.-18.0p.e.f.ANDTN0 SPECIFIC DENSITY OFOr 055DOR COW�LL� TO BE SOUTHERN � �P�'� J�ENSF'••:� Ls� FLORIDA BUILDING CODE (High Velocity Nurrkana Zone N Fort .nMNINATION IK cnONs• - �0a1Et0•20CAREGALVANIZEDSTEELSTOf1YPANELTOPtBOTTOMMOUNTINGSGNBE$coyBlNEoNANrMAYtosurtANrGLOBAL PROTECTION PRODUCTS, LLC. art:INSTALLATION.JJ„4 � ,:•. � p`-,d `'.'"fa' o°i�-R,ms,'1'• tNCKe (es.)en-Ts.e. rAu tesa)eeR-aTPT 20-176 A,w'ell IIIr/N 2 YA�MUp-/alE eY1RR w�,�, PL a MrMP xP , - - •BET a er xe ^�R W U N O� -� O O O � O '^ Al E � L :.c � � ff�^^ sue. Qp f � c O U -fl W O 'L►• O c u N m - = W d Fo 0 ' y C'V t y O O tT] Q N � d O •y 1= L G y O „•., CC 3 ca � G O G � N G EO O � v w INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/,•. un Same • °' D°. r/ INTO EXISTING WOOD STRUCTURES , ,/x IRA. TIRW.IOED PEN[iRAl10N - I ro YTUS,NO ,YANG IWADFR J W- ^' Eo! 'I EQf � v J I I EOI 1-7. EDR - i,: t I F9l 0 NEN(R I Y000 N[ADFR W0� ,gyp O i ]/p��/�• - �O�D � REMRCO I ei c NUM . C4tR> snp • Iz In o.c I B ALTERNATIVE 1 ALTERNATIVE 2 i I o�N s�m�i. 1 ro aAes I EO' 1 I 101 O 1. it Q)I.... � , } EQ I EO; I Irom vurz O �NI I REOvm IQ"�OIIPED rt ) t. `��•"' ALTERNATIVE 3 ALTERNATIVE 4 U N xIlE0UII1E0 i�tHWAM " LAC SCRM • rB00N OR / t r/Y �/•'LDm/e' InrIO m+e elRewe r/ /ft /4'f-xWE' SS NEWS. • e' QG on `v .-xo PMIDI14rt lEl4vE o oR ALTERNATIVE WOOD FRAME CONDITIONS�ANCHOR LOCATIONS � M PAeANrt PLtli • r' O.G M , ,/x' Mn. !Gtl: �. - ,. p ■ ■ TNf(ADm PEIETMT10N ro ROOD PLATE NOTE MARr,ER IRMKi NOT sNo1eN rpR aA,an WAL41, L MOUNTING INSTALLATION •""MILT MIL(/r ALTERNATIVE 1 W �` tE •'" • �� � W sLD,Lt, s/r . ,• 3Q,:' ENSF 7 - FLORIDA BUILDING CODE (High V•IoeN Nurrlopm Zone). Q i .D•7D nLRO' "` 20 GAGE GALVAMTLED STEEL STORY PANEL aAMe� x_ INSIALurIONs MIRE DIMLY vAAO MR BULDKS wrtH wio. DESIGN :Dws UP To ro ?•cL Si OF Z +ss.s. -7x.o PM AND PAWLS LENGTH w ro e•-e'. .�p.`•., FL R10�."---�' --'� (Pti08AL PROTECTKIN PRODUCTS. LLC. x. FOR NEW r•00D rfMlE CONST1,11CI10N WOOD eIO:IBERs ro E SOUTHERN 4D TEE' • c B B B. p G; �► O 1 Nc. •too s.• e, sIREET Z PPE NO. x. W/ SPECIFY OCNYIY a Os6 OR EQUAL yPP SS) IA`t• / �2G �� • [IeoNmneNo COMPANY •ws. ti SV14 'hhllll Iu/YaM ! ,.•P•. aMq b` ®'ram. ",zr• o � :HaMM no,c les•Iw-»u. Fa. (wlefs-en, 20-176 Q PE lEAL/SIOIYl1AE/alE ORI••IG Arc WArG�T'i.. P.E J H, •,ER 1s W xe SHEET NO. SH 1.1 SEE 91QT5 10, II AND 17 FOR ANOIORS TYPE • SPACING FOR INSTALLATIONS 1NI0 BOOR FRAME BIlBDe10. ,WMRJY ANCHOR yACRGi AND WANLY EIIOC DISTANCE ARE NOIOAIEO ON 1!E SCIEDVIE f011 CO. Li34 THAN MECATFD ON SC1aFDUlL RFARCf. ANCHOR SPALr& BY IARLTN•LTNIO SPIGNC S11owN ON SCEEOuIE Br TIM falA•YNO FACTORS FOR its OPERATION TO B[ PO4M%f. REDUCED SPACING OBTAINED USING rNICtTy, SIaLLL NOT BE 1F35 1/1W MIMMLMI SPACING HOISTED POII EACH ANCHOR TYPE AT AINGTIWtS lEOENIO. AMCpm " 1/R I/sY 1/4Y 1/IY 1/4'P 1/4'r -- WmN 7 TTM-a• VO a1K-N eOIA-Yl ImIBL ftG D'LW OWN* F AC 1 0 R PENETRATIONO WIDTH OF PLATE ALIERNATWE SW DIRECT MOUNT INSTALLATION DIRECT MOUNT N No.F416 INSTALLATION DETAILS FOR REGULAR PANELS dE INTO EXISTING WOOD STRUCTURES • t'LI1 _/ta-10 PANCUMSE PLUS 4 $114-,0 PMiEliM7E PLUS �14-10 PANE1lMTE PLUS I' i 6 1/4' 6 1/4' O.C. r/ t 7/e• _ 6 1/4• D.c. w/ + 7/8- THREADED TIRUQED vEeETRATNJN To DEG TOWOW ,INC4DED PE)ETRAT,DN TO I EXISTING WOW HEADER; IX6TI,1C WOOD HEADERREQUIRED I;, E)ostMc r0oo NUDtR I' I: _Mlo Cur • . � I _ luG wt • aR6 4n • tETN E,ID • ew,r s,m • ' ERON am a ,/•• ner ot. MOOD NEARER WOOD HEADER_ ]'�1?� RFAURiO • • yr, i� G REQUIRED • ' MM' _.� 'A•' .il SEE 9peDULE ON I SEE 9tlWQUF W I SEE s01404E ON »MTII a I{- sHECT a SHED e P.,YE'. eOR rn. 9EIWMiION ' Fp1H ry. SEPAIeITION ro olA>e ro Lxla ) ro tun 41W. PANEi LENGTH .. 1 Max. I PAIL] LENGTH (SEE NONE I) 1/•• ]Or,• Se � (SrF NOTE I)ii � � ��+ rs �/ >/•'P . � � MS. R/) � , (SEE NOTE 1) 1 : [XLV'r�D,EA P. ��' ... � ' I_-J/"•'s1F "" � - � - 1 j 'lam O N'N � -, � --- , III • lN1R DWeM 5D1{ 501E I . 501t or t' OF 'L' or 'L' i I MAz MAX (Fa � 4Ax r4SIrER ED. dON FLIP ♦. EO • 7 ,n' O.G OIL, R• `. 12 '1 O.c. , , e Vr on _ Io _ I 1 Ello T t(4 i LAG SCREWS 2••1' MOW iU7E � _ - _ II { - - �I/TItRsa-,10/4O,•>APoNEEcTUiETRA• 2••4' WOOD _PN_jE � x'r{• eo00 PAIE � _.• N TI4TEaDfO REQUIRED q(QURED REWff AT wT/ERO t/aY LAG SCREWS • 4IOWWT+ Or PLATE 'i Bs'nOp.C�. �STAa4AED W/ - - - - .. L 7 ... TNRUIOED , tPENE�RAMTaNN AT 4NwmTN Or PUTS SCALE 3/8-1' SG4E J/MI• SCALE J/M 1' r.F.R LITpNSFORALTERNATNESBW.9Wt1pWONLYVALIDFORS;W/ AUPTOTSIGNLd1D5UP10+43.8.-18.0p.e.f.ANDTN0 SPECIFIC DENSITY OFOr 055DOR COW�LL� TO BE SOUTHERN � �P�'� J�ENSF'••:� Ls� FLORIDA BUILDING CODE (High Velocity Nurrkana Zone N Fort .nMNINATION IK cnONs• - �0a1Et0•20CAREGALVANIZEDSTEELSTOf1YPANELTOPtBOTTOMMOUNTINGSGNBE$coyBlNEoNANrMAYtosurtANrGLOBAL PROTECTION PRODUCTS, LLC. art:INSTALLATION.JJ„4 � ,:•. � p`-,d `'.'"fa' o°i�-R,ms,'1'• tNCKe (es.)en-Ts.e. rAu tesa)eeR-aTPT 20-176 A,w'ell IIIr/N 2 YA�MUp-/alE eY1RR w�,�, PL a MrMP xP , - - •BET a er xe ^�R W U N O� -� O O O � O '^ Al E � L :.c � � ff�^^ sue. Qp f � c O U -fl W O 'L►• O c u N m - = W d Fo 0 ' y C'V t y O O tT] Q N � d O •y 1= L G y O „•., CC 3 ca � G O G � N G EO O � v w INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/,•. un Same • °' D°. r/ INTO EXISTING WOOD STRUCTURES , ,/x IRA. TIRW.IOED PEN[iRAl10N - I ro YTUS,NO ,YANG IWADFR J W- ^' Eo! 'I EQf � v J I I EOI 1-7. EDR - i,: t I F9l 0 NEN(R I Y000 N[ADFR W0� ,gyp O i ]/p��/�• - �O�D � REMRCO I ei c NUM . C4tR> snp • Iz In o.c I B ALTERNATIVE 1 ALTERNATIVE 2 i I o�N s�m�i. 1 ro aAes I EO' 1 I 101 O 1. it Q)I.... � , } EQ I EO; I Irom vurz O �NI I REOvm IQ"�OIIPED rt ) t. `��•"' ALTERNATIVE 3 ALTERNATIVE 4 U N xIlE0UII1E0 i�tHWAM " LAC SCRM • rB00N OR / t r/Y �/•'LDm/e' InrIO m+e elRewe r/ /ft /4'f-xWE' SS NEWS. • e' QG on `v .-xo PMIDI14rt lEl4vE o oR ALTERNATIVE WOOD FRAME CONDITIONS�ANCHOR LOCATIONS � M PAeANrt PLtli • r' O.G M , ,/x' Mn. !Gtl: �. - ,. p ■ ■ TNf(ADm PEIETMT10N ro ROOD PLATE NOTE MARr,ER IRMKi NOT sNo1eN rpR aA,an WAL41, L MOUNTING INSTALLATION •""MILT MIL(/r ALTERNATIVE 1 W �` tE •'" • �� � W sLD,Lt, s/r . ,• 3Q,:' ENSF 7 - FLORIDA BUILDING CODE (High V•IoeN Nurrlopm Zone). Q i .D•7D nLRO' "` 20 GAGE GALVAMTLED STEEL STORY PANEL aAMe� x_ INSIALurIONs MIRE DIMLY vAAO MR BULDKS wrtH wio. DESIGN :Dws UP To ro ?•cL Si OF Z +ss.s. -7x.o PM AND PAWLS LENGTH w ro e•-e'. .�p.`•., FL R10�."---�' --'� (Pti08AL PROTECTKIN PRODUCTS. LLC. x. FOR NEW r•00D rfMlE CONST1,11CI10N WOOD eIO:IBERs ro E SOUTHERN 4D TEE' • c B B B. p G; �► O 1 Nc. •too s.• e, sIREET Z PPE NO. x. W/ SPECIFY OCNYIY a Os6 OR EQUAL yPP SS) IA`t• / �2G �� • [IeoNmneNo COMPANY •ws. ti SV14 'hhllll Iu/YaM ! ,.•P•. aMq b` ®'ram. ",zr• o � :HaMM no,c les•Iw-»u. Fa. (wlefs-en, 20-176 Q PE lEAL/SIOIYl1AE/alE ORI••IG Arc WArG�T'i.. P.E J H, •,ER 1s W xe SHEET NO. SH 1.1 INSTALLATION DETAILS FOR REGULAR PANELS dE INTO EXISTING WOOD STRUCTURES • t'LI1 _/ta-10 PANCUMSE PLUS 4 $114-,0 PMiEliM7E PLUS �14-10 PANE1lMTE PLUS I' i 6 1/4' 6 1/4' O.C. r/ t 7/e• _ 6 1/4• D.c. w/ + 7/8- THREADED TIRUQED vEeETRATNJN To DEG TOWOW ,INC4DED PE)ETRAT,DN TO I EXISTING WOW HEADER; IX6TI,1C WOOD HEADERREQUIRED I;, E)ostMc r0oo NUDtR I' I: _Mlo Cur • . � I _ luG wt • aR6 4n • tETN E,ID • ew,r s,m • ' ERON am a ,/•• ner ot. MOOD NEARER WOOD HEADER_ ]'�1?� RFAURiO • • yr, i� G REQUIRED • ' MM' _.� 'A•' .il SEE 9peDULE ON I SEE 9tlWQUF W I SEE s01404E ON »MTII a I{- sHECT a SHED e P.,YE'. eOR rn. 9EIWMiION ' Fp1H ry. SEPAIeITION ro olA>e ro Lxla ) ro tun 41W. PANEi LENGTH .. 1 Max. I PAIL] LENGTH (SEE NONE I) 1/•• ]Or,• Se � (SrF NOTE I)ii � � ��+ rs �/ >/•'P . � � MS. R/) � , (SEE NOTE 1) 1 : [XLV'r�D,EA P. ��' ... � ' I_-J/"•'s1F "" � - � - 1 j 'lam O N'N � -, � --- , III • lN1R DWeM 5D1{ 501E I . 501t or t' OF 'L' or 'L' i I MAz MAX (Fa � 4Ax r4SIrER ED. dON FLIP ♦. EO • 7 ,n' O.G OIL, R• `. 12 '1 O.c. , , e Vr on _ Io _ I 1 Ello T t(4 i LAG SCREWS 2••1' MOW iU7E � _ - _ II { - - �I/TItRsa-,10/4O,•>APoNEEcTUiETRA• 2••4' WOOD _PN_jE � x'r{• eo00 PAIE � _.• N TI4TEaDfO REQUIRED q(QURED REWff AT wT/ERO t/aY LAG SCREWS • 4IOWWT+ Or PLATE 'i Bs'nOp.C�. �STAa4AED W/ - - - - .. L 7 ... TNRUIOED , tPENE�RAMTaNN AT 4NwmTN Or PUTS SCALE 3/8-1' SG4E J/MI• SCALE J/M 1' r.F.R LITpNSFORALTERNATNESBW.9Wt1pWONLYVALIDFORS;W/ AUPTOTSIGNLd1D5UP10+43.8.-18.0p.e.f.ANDTN0 SPECIFIC DENSITY OFOr 055DOR COW�LL� TO BE SOUTHERN � �P�'� J�ENSF'••:� Ls� FLORIDA BUILDING CODE (High Velocity Nurrkana Zone N Fort .nMNINATION IK cnONs• - �0a1Et0•20CAREGALVANIZEDSTEELSTOf1YPANELTOPtBOTTOMMOUNTINGSGNBE$coyBlNEoNANrMAYtosurtANrGLOBAL PROTECTION PRODUCTS, LLC. art:INSTALLATION.JJ„4 � ,:•. � p`-,d `'.'"fa' o°i�-R,ms,'1'• tNCKe (es.)en-Ts.e. rAu tesa)eeR-aTPT 20-176 A,w'ell IIIr/N 2 YA�MUp-/alE eY1RR w�,�, PL a MrMP xP , - - •BET a er xe ^�R W U N O� -� O O O � O '^ Al E � L :.c � � ff�^^ sue. Qp f � c O U -fl W O 'L►• O c u N m - = W d Fo 0 ' y C'V t y O O tT] Q N � d O •y 1= L G y O „•., CC 3 ca � G O G � N G EO O � v w INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/,•. un Same • °' D°. r/ INTO EXISTING WOOD STRUCTURES , ,/x IRA. TIRW.IOED PEN[iRAl10N - I ro YTUS,NO ,YANG IWADFR J W- ^' Eo! 'I EQf � v J I I EOI 1-7. EDR - i,: t I F9l 0 NEN(R I Y000 N[ADFR W0� ,gyp O i ]/p��/�• - �O�D � REMRCO I ei c NUM . C4tR> snp • Iz In o.c I B ALTERNATIVE 1 ALTERNATIVE 2 i I o�N s�m�i. 1 ro aAes I EO' 1 I 101 O 1. it Q)I.... � , } EQ I EO; I Irom vurz O �NI I REOvm IQ"�OIIPED rt ) t. `��•"' ALTERNATIVE 3 ALTERNATIVE 4 U N xIlE0UII1E0 i�tHWAM " LAC SCRM • rB00N OR / t r/Y �/•'LDm/e' InrIO m+e elRewe r/ /ft /4'f-xWE' SS NEWS. • e' QG on `v .-xo PMIDI14rt lEl4vE o oR ALTERNATIVE WOOD FRAME CONDITIONS�ANCHOR LOCATIONS � M PAeANrt PLtli • r' O.G M , ,/x' Mn. !Gtl: �. - ,. p ■ ■ TNf(ADm PEIETMT10N ro ROOD PLATE NOTE MARr,ER IRMKi NOT sNo1eN rpR aA,an WAL41, L MOUNTING INSTALLATION •""MILT MIL(/r ALTERNATIVE 1 W �` tE •'" • �� � W sLD,Lt, s/r . ,• 3Q,:' ENSF 7 - FLORIDA BUILDING CODE (High V•IoeN Nurrlopm Zone). Q i .D•7D nLRO' "` 20 GAGE GALVAMTLED STEEL STORY PANEL aAMe� x_ INSIALurIONs MIRE DIMLY vAAO MR BULDKS wrtH wio. DESIGN :Dws UP To ro ?•cL Si OF Z +ss.s. -7x.o PM AND PAWLS LENGTH w ro e•-e'. .�p.`•., FL R10�."---�' --'� (Pti08AL PROTECTKIN PRODUCTS. LLC. x. FOR NEW r•00D rfMlE CONST1,11CI10N WOOD eIO:IBERs ro E SOUTHERN 4D TEE' • c B B B. p G; �► O 1 Nc. •too s.• e, sIREET Z PPE NO. x. W/ SPECIFY OCNYIY a Os6 OR EQUAL yPP SS) IA`t• / �2G �� • [IeoNmneNo COMPANY •ws. ti SV14 'hhllll Iu/YaM ! ,.•P•. aMq b` ®'ram. ",zr• o � :HaMM no,c les•Iw-»u. Fa. (wlefs-en, 20-176 Q PE lEAL/SIOIYl1AE/alE ORI••IG Arc WArG�T'i.. P.E J H, •,ER 1s W xe SHEET NO. SH 1.1 ^�R W U N O� -� O O O � O '^ Al E � L :.c � � ff�^^ sue. Qp f � c O U -fl W O 'L►• O c u N m - = W d Fo 0 ' y C'V t y O O tT] Q N � d O •y 1= L G y O „•., CC 3 ca � G O G � N G EO O � v w INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/,•. un Same • °' D°. r/ INTO EXISTING WOOD STRUCTURES , ,/x IRA. TIRW.IOED PEN[iRAl10N - I ro YTUS,NO ,YANG IWADFR J W- ^' Eo! 'I EQf � v J I I EOI 1-7. EDR - i,: t I F9l 0 NEN(R I Y000 N[ADFR W0� ,gyp O i ]/p��/�• - �O�D � REMRCO I ei c NUM . C4tR> snp • Iz In o.c I B ALTERNATIVE 1 ALTERNATIVE 2 i I o�N s�m�i. 1 ro aAes I EO' 1 I 101 O 1. it Q)I.... � , } EQ I EO; I Irom vurz O �NI I REOvm IQ"�OIIPED rt ) t. `��•"' ALTERNATIVE 3 ALTERNATIVE 4 U N xIlE0UII1E0 i�tHWAM " LAC SCRM • rB00N OR / t r/Y �/•'LDm/e' InrIO m+e elRewe r/ /ft /4'f-xWE' SS NEWS. • e' QG on `v .-xo PMIDI14rt lEl4vE o oR ALTERNATIVE WOOD FRAME CONDITIONS�ANCHOR LOCATIONS � M PAeANrt PLtli • r' O.G M , ,/x' Mn. !Gtl: �. - ,. p ■ ■ TNf(ADm PEIETMT10N ro ROOD PLATE NOTE MARr,ER IRMKi NOT sNo1eN rpR aA,an WAL41, L MOUNTING INSTALLATION •""MILT MIL(/r ALTERNATIVE 1 W �` tE •'" • �� � W sLD,Lt, s/r . ,• 3Q,:' ENSF 7 - FLORIDA BUILDING CODE (High V•IoeN Nurrlopm Zone). Q i .D•7D nLRO' "` 20 GAGE GALVAMTLED STEEL STORY PANEL aAMe� x_ INSIALurIONs MIRE DIMLY vAAO MR BULDKS wrtH wio. DESIGN :Dws UP To ro ?•cL Si OF Z +ss.s. -7x.o PM AND PAWLS LENGTH w ro e•-e'. .�p.`•., FL R10�."---�' --'� (Pti08AL PROTECTKIN PRODUCTS. LLC. x. FOR NEW r•00D rfMlE CONST1,11CI10N WOOD eIO:IBERs ro E SOUTHERN 4D TEE' • c B B B. p G; �► O 1 Nc. •too s.• e, sIREET Z PPE NO. x. W/ SPECIFY OCNYIY a Os6 OR EQUAL yPP SS) IA`t• / �2G �� • [IeoNmneNo COMPANY •ws. ti SV14 'hhllll Iu/YaM ! ,.•P•. aMq b` ®'ram. ",zr• o � :HaMM no,c les•Iw-»u. Fa. (wlefs-en, 20-176 Q PE lEAL/SIOIYl1AE/alE ORI••IG Arc WArG�T'i.. P.E J H, •,ER 1s W xe SHEET NO. SH 1.1 Qp f � c O U -fl W O 'L►• O c u N m - = W d Fo 0 ' y C'V t y O O tT] Q N � d O •y 1= L G y O „•., CC 3 ca � G O G � N G EO O � v w INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/,•. un Same • °' D°. r/ INTO EXISTING WOOD STRUCTURES , ,/x IRA. TIRW.IOED PEN[iRAl10N - I ro YTUS,NO ,YANG IWADFR J W- ^' Eo! 'I EQf � v J I I EOI 1-7. EDR - i,: t I F9l 0 NEN(R I Y000 N[ADFR W0� ,gyp O i ]/p��/�• - �O�D � REMRCO I ei c NUM . C4tR> snp • Iz In o.c I B ALTERNATIVE 1 ALTERNATIVE 2 i I o�N s�m�i. 1 ro aAes I EO' 1 I 101 O 1. it Q)I.... � , } EQ I EO; I Irom vurz O �NI I REOvm IQ"�OIIPED rt ) t. `��•"' ALTERNATIVE 3 ALTERNATIVE 4 U N xIlE0UII1E0 i�tHWAM " LAC SCRM • rB00N OR / t r/Y �/•'LDm/e' InrIO m+e elRewe r/ /ft /4'f-xWE' SS NEWS. • e' QG on `v .-xo PMIDI14rt lEl4vE o oR ALTERNATIVE WOOD FRAME CONDITIONS�ANCHOR LOCATIONS � M PAeANrt PLtli • r' O.G M , ,/x' Mn. !Gtl: �. - ,. p ■ ■ TNf(ADm PEIETMT10N ro ROOD PLATE NOTE MARr,ER IRMKi NOT sNo1eN rpR aA,an WAL41, L MOUNTING INSTALLATION •""MILT MIL(/r ALTERNATIVE 1 W �` tE •'" • �� � W sLD,Lt, s/r . ,• 3Q,:' ENSF 7 - FLORIDA BUILDING CODE (High V•IoeN Nurrlopm Zone). Q i .D•7D nLRO' "` 20 GAGE GALVAMTLED STEEL STORY PANEL aAMe� x_ INSIALurIONs MIRE DIMLY vAAO MR BULDKS wrtH wio. DESIGN :Dws UP To ro ?•cL Si OF Z +ss.s. -7x.o PM AND PAWLS LENGTH w ro e•-e'. .�p.`•., FL R10�."---�' --'� (Pti08AL PROTECTKIN PRODUCTS. LLC. x. FOR NEW r•00D rfMlE CONST1,11CI10N WOOD eIO:IBERs ro E SOUTHERN 4D TEE' • c B B B. p G; �► O 1 Nc. •too s.• e, sIREET Z PPE NO. x. W/ SPECIFY OCNYIY a Os6 OR EQUAL yPP SS) IA`t• / �2G �� • [IeoNmneNo COMPANY •ws. ti SV14 'hhllll Iu/YaM ! ,.•P•. aMq b` ®'ram. ",zr• o � :HaMM no,c les•Iw-»u. Fa. (wlefs-en, 20-176 Q PE lEAL/SIOIYl1AE/alE ORI••IG Arc WArG�T'i.. P.E J H, •,ER 1s W xe SHEET NO. SH 1.1 INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/,•. un Same • °' D°. r/ INTO EXISTING WOOD STRUCTURES , ,/x IRA. TIRW.IOED PEN[iRAl10N - I ro YTUS,NO ,YANG IWADFR J W- ^' Eo! 'I EQf � v J I I EOI 1-7. EDR - i,: t I F9l 0 NEN(R I Y000 N[ADFR W0� ,gyp O i ]/p��/�• - �O�D � REMRCO I ei c NUM . C4tR> snp • Iz In o.c I B ALTERNATIVE 1 ALTERNATIVE 2 i I o�N s�m�i. 1 ro aAes I EO' 1 I 101 O 1. it Q)I.... � , } EQ I EO; I Irom vurz O �NI I REOvm IQ"�OIIPED rt ) t. `��•"' ALTERNATIVE 3 ALTERNATIVE 4 U N xIlE0UII1E0 i�tHWAM " LAC SCRM • rB00N OR / t r/Y �/•'LDm/e' InrIO m+e elRewe r/ /ft /4'f-xWE' SS NEWS. • e' QG on `v .-xo PMIDI14rt lEl4vE o oR ALTERNATIVE WOOD FRAME CONDITIONS�ANCHOR LOCATIONS � M PAeANrt PLtli • r' O.G M , ,/x' Mn. !Gtl: �. - ,. p ■ ■ TNf(ADm PEIETMT10N ro ROOD PLATE NOTE MARr,ER IRMKi NOT sNo1eN rpR aA,an WAL41, L MOUNTING INSTALLATION •""MILT MIL(/r ALTERNATIVE 1 W �` tE •'" • �� � W sLD,Lt, s/r . ,• 3Q,:' ENSF 7 - FLORIDA BUILDING CODE (High V•IoeN Nurrlopm Zone). Q i .D•7D nLRO' "` 20 GAGE GALVAMTLED STEEL STORY PANEL aAMe� x_ INSIALurIONs MIRE DIMLY vAAO MR BULDKS wrtH wio. DESIGN :Dws UP To ro ?•cL Si OF Z +ss.s. -7x.o PM AND PAWLS LENGTH w ro e•-e'. .�p.`•., FL R10�."---�' --'� (Pti08AL PROTECTKIN PRODUCTS. LLC. x. FOR NEW r•00D rfMlE CONST1,11CI10N WOOD eIO:IBERs ro E SOUTHERN 4D TEE' • c B B B. p G; �► O 1 Nc. •too s.• e, sIREET Z PPE NO. x. W/ SPECIFY OCNYIY a Os6 OR EQUAL yPP SS) IA`t• / �2G �� • [IeoNmneNo COMPANY •ws. ti SV14 'hhllll Iu/YaM ! ,.•P•. aMq b` ®'ram. ",zr• o � :HaMM no,c les•Iw-»u. Fa. (wlefs-en, 20-176 Q PE lEAL/SIOIYl1AE/alE ORI••IG Arc WArG�T'i.. P.E J H, •,ER 1s W xe SHEET NO. SH 1.1 -_1 1 1 I I A I 1 11 1 1 1111111111'1 f n 111 1 II I I' IP ' 1' 1 1 p I 1 1 I 111 11II if I6I 1 ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 @ ZO) 3• MAX. 3A/17. 4A,/17, 51t/ia 30/17, 46/17. 59/16, }' MAX. 1' MIN �WN/19. 7AW/19 A, MW/7D �96Rr/10. 76/19 @ ww/20 1- M61. O O O O O O O 1 I I I j j I R(a"A' P'"`L W[ WTY• WW P.HQ I�AAe .Aa Y' A A4 2W, Ji Ys TjI A MAX. 3/J2• - y "®•� - - - , , f • �. l PANEL LENGTH i AR 9 rrt «oa A, I (SEE SCHEDULE) nNpONFO•i3L,AE SSNNrn3-__- . _�I _. -- 1 PAATI3 10(O1 Comm y, 6' • 06. lot MR . up A RDI ryR■L. ^O,OIJP- WALK3►/17, Wf7, SA/16, !9/17, 4yi7, 6Ui6. 1. MMON. L101MW/1% 7AW/19 U MW/7D Mw/+9. 7M/16 @ NR/20 3' AIN MA%. - - - - - - _ANCHORS (SEE SECTORS ON SHEETS 17. 18. 19 @ 20) - - OPTION #2 FOR LiFE SAFETY STORM PANELa ELEVATION SCALE 3/16--1- 1/0 wXr GOI low U ® Est 09IAP , welE trNm 11urE 7Arn " �® EXTERWR PAY wA -. SECTION A -A SCALE 3/,6•_1- MAXIMUM A.S.D. Mox- PANEL LENGTH I MINIMUM SEPARATION I PANEL DESIGN PRESSURE L (ftJ TO GLASS CONDITION RATING (p.e.T.) (SEE SECTIONS) +55.0, -72.0 W_8" 2 3/4- I UNBOLTED POURED CONCREIL OR CONCRETE BLOCK REQUIRED I E.D• INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES lid, Tocow ANCHORS Tye wCo" AHCHM I".- TAPCON POURED CONCRETE POURED CONCRETES - . BLOCK CONCRETE D 1..1ii BOR LOCK REQUIRED 1 RETE % K 1 �RO ! 1/4 �j E.04 Lo. L00 �% , f«IpM W II Yn frrrleno4 W W0-am ni pJLss I � 1 db C�{I3 I 1 1 ' _�•}� • 1 1p w - a• � 4M s �)a N E 9/ nti . •y}l - • y»' Pow 4n • i i E'' 3n,• PAPA NJr • - "`"I o+an I cvoq' I 3ED•. �6. IE D.• - ,;Co'• t 7 6- _._ ' 1/2•{_ 1//1•a-20i 1/4S.S. y.5 W/ E _. - Y/8'9a7/32' WING MIT WASHER t/S'{ - 1 1/4'p-2p 7/4Y.5. Y.S W/- - 7/8'0il/7r WING NUT WASHER 7/8'0 . 3/32' WING NUT - 7/1'r , 3/32' WwG . 12 1/Y D.E. (arvow) Sent. WASHER • 12 1/2. O.C. o,A. NUT MASER (BEYOND) 4• TAPCON ANCHORS 1/4• TAPCON ANCt4M .. 44' TAPWN ANCHM '. - ,//s' 7APCON O 4 1/2' O.0 _ _ • 4 1/2' O.C. 4 1/2' O.C. �lOgRS (STAGGERED W/ STUD) (STAGGERED W/ STUD) O 4 1/2. O.0 POURED CONCRETE POURED CONCRETE POURED CONCRETEPOURIED CONCRETE ORBLOCK OR CONCRETE BLOCK CONCRETE BLOCK - CONCRETE BLOCK ER WALL NWONi1NG NNSTALIATiON m L tIr3M WA WAIL SECTION 38 REQUIRED; MOUNTING INSTALLATION WALL SECTION 4A MOUNTING INSTALLATION O REGULAR PANEL SCALE 3/8•-1" O UEE SAFETY PANEL SCALE 3/8'-," O REGULAR PANEL O SCALE 3/8'-1" SECTION 48 LIFE SAFETY PANEL SEE OIQT 19 a 20 FDA TYPE t ANCHOR TAPE ve. Trca, FOR INSTALLATIONS. WD .WED wow AUglpl WMOr p0.)3 FRAIME MINIMUM ANCHOR SPACINGS AND M RMUST WI EDGE DISTANCE ARE 001ATO ON THIS • orlslr DA) ) SMEDUE FOR ED. UM IT- MipeATED ON SDEDW EDUCE MOOR SPACING A MATrLYOO VAC04 STORM ON SCHEDULE aW M•1 Iy",y Wr• pa l ACM EL Net 011130111 M m FOLLOWING TAMPA FOR MB OPERATION To E PO>SWE REDUCED --- SPACING 09WPEL U SM FACTOR SHAD NOT- E LM TOWN to~ "W"' NpCATFO FOR EACH ANCHOR TYPE ON THIS SCHMAX _ - - - - - -' - -- -- - 31n• - FLORIDA BUILDING CODE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 11/4` TAPCON ANCHORS 1/4• TAPCDN ANCHORS • 9. O.0 O9. CC POURED CONCRETE POUKO CONCRETE OR F VOED CONCRETE 9LOC, ! ROR EO=CRETE BLOCK r-{! _Mqx Mill E.D• ED• , I oKNs,a W '; I I I EYKT� (RASE I i yy 1 I 1 1 4 E.D I Ih10". PANE MATE PLUS W/ We f ;.3/32' WING NUT WASHER POURED CONCRETE OR CONCRETE BLOCK REWRED WALL MOUNTWG INSTALLATION SECTION SA O REGULAR PANEL SCALE 3/6'-1" SEE SHEET If a 20 FDA ANCHORS TYPE A NOS IYFC /-.•. 1/4'e PAA6lNS run SPACING IN DI TAALAMO1S INTO WOOD w AWAOR vocar 0.) 3 J RIME 6MDIft IArNUAI ANCHOR 1P'ACIHKLS• Al0 MN4W EDGE A oFx R13S Ano 'T I¢ ldnvaW OL1 3 3 SCHEDULEAT LD T I" aN SCHEDULE REDUCE APO= SPIGINr SPAISHOWN ob SCHEDULE W WMaHIN ar 0,) _ 3 3 rn MINN. 2i 11111111 IIIIIIIINIDC IIL'IOR er THE FOLLOWING FACTORS. FOR THIS OPERATION Eo K POSSIBLE. REDUCED 7PAM0 ormmm us" FACTOR S,WL Nor E LESS TWIN MTMMW SPACING 00"Tm Foe EACH ANDOR TYPE ON mS SLTEDIAE --- --- .. I« Ob1MeG4 W � HATE � ^ e EluSuyrA,.j ' bt M: rr im •OUR { - � - -1 y✓f_Y INR R � a„4y awAAP T -• 1 1 ih10'W PµELNAI, PLUS Wf /11's a 3/3r WING NUT IWL41fA (6EYONw) POURED OR CONCRETE CONCRETE REQUIRED SCALE 3/B•-l" Nurr(com U) Fu(D U N 0� C U c 0_ Cu O - .� U N U) N 0^1 O O O O W .(n 0 M L O > L_ (n (D � O Co !� -0 r C/ ) INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION &2 FOR LIFE SAFETY STORM PANEL SYSTEM cFN1EltA1 29ETF5, v RT _z ►IA6NG gtrTAlu v _.. INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES I E-Z HANG STORM PANEL SHOWN OH THIS PRODUCT EVALUATION DOCUMENT (RED) 103 BEEN VERIFIED FOR COMPLIANCE IN 8 .1) MINIMUM DOEDW04T OF TAPCON ANCHORS AND PANELM"t rEMALE ID @ PANELNATE PLUS INTO CONCRETE N F- _ )•,-. _. . '. '.� - ACCORDANCE WITH THE 2020 (71h EDITION) OF T14E FLORIDAWLDIMG CODE. BLOCX SHAL1 Be 1 1/4- Q DESIGN "No LOADS SWILL BE DETERWOM AS PER SEC71ON 1620OF THE ABOVE MEN71ONED CODE, B.2) 4NNIAUM EMBEDMENT OF 1/4•0 X 7/6' CALN-IN ANCHORS SHALL BE IS 7/8- WTO CONCRETE. ,^I 1 FOR A WIND SPEED AS REOUIEED BY THE JURISOKTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. II, MOOD HEADER j1t Nx1 HEAOFR I, w000 N(4OER - 1. WOOD HEATER"1 FOR A DIRECTDNAUTY FACTOR Ko-0.B5. USIA ASCE 7-16 µD SHALL NOT EXCEED THE MAXIMUM (AS.D. Ia� -REWNED ') +5'i OV:-ED TTEONNED j REQUIRED - - 1 - DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 @ 26, ) 1/4' 9-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGN(SHOULD ANY FINISH MATERIAL EXIST) TO NN 1/4'0 TAPCON 6 C O.C. I/4Y iAPCON • 8' O.C. ENGAGE 3/4' RATIO ANCHORS, 1J4Y TAPCON O 6' QC. 1/4Y TAPCON O f' O.0 1/4Y TAPCOI O 6' D.C. rl _ t/4•. TAPCON O r O.C. - W/1 1 2' SHIN. THREADED I -W/1 I/2- WN. THREADED O ORDER TO VERIFY THE ABOVE CONDITION, ULTIWITE DESIGN WINO LOADS DETERMINED PER ASCE 7-16 �` fi t 1/2' 4M, nHRFAOEO jl W t ,/2' MN. RIffI.EO / I' W/I 1/2' MN. THOFAOED -W/, 1/2' NO THR(ApEp -) PV TX)N AT GOOD -( PENETRATION AT WOOD SHAL BE FIRST REDUCED TO AS,D. DESIGN WIND LOWS BY MULTIPLYING THEM BY 0-6 W ORDER TO &3) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PµUS BE FOUND ON THE EXISTING WALL, . - WADERTWON AT WOOD j}, HEADERION A M000 I 1 - PENETRATION AT WOOD PENETRATION AT WOW I HEADER ,r HEADER TO COMPARE THESE W/ MAX. (A.5.0) OESKrN PRESSURE RATINGS INDICATED ON SHEETS 25 Al HE 26. ANCHORS SHALL 9E LONG ENOUGH TO REACH TMAN STRUCTURE BEHINO SUCH PANELS. ANCHORAGE-EAD0 HEADER � y i SrWL E AS MENTIONED IN 8.1) AND IN 8.2). �113T ,, IN ORDER TO VERIFY TAT COMPONENTS µD ANCHORS ON TKS P.E.O. AS TESTED WERE NOT OYER STRESSED, A 331E INCREASE ,/4• '/1 N ,/4• � I,, ,/Y H 1/4• DOI' I/2' 1 ,/4• 01/27• ,/A' - '/2' I ,/4- IN ALLOWABLE STRESS FOR WIND LOADS WAS KU USED IN THEN ANALYSrS. FASTENERS SPACING TO WOOD HAS BEN n �.• T. 1 Mea. I T Yo. 1 IlI -i- 1 WOOD HEADERWD00 HEADER I 4w. DETERMINEDII ACCORDANCE W7TM N.D.S. ZO15. (C) ANCHORS SNN1 BEM6TALLE0FO110wINCALLOFTHERECOMMENDATIONS ANp gPEQFK/ITGNS OF rH[ µCHORS OVC'3 4P._ II MµIIFACRRERE.O1 2' 2 - - 4 STORY PµR'S AEOIIACY FOR IMPACT µID FATIGUE RESISTANCE qA5 BEEN VERIFIED IN ACCORDAYCE WITH SECTION I626 Or = M 10r, REOUIREO REIXAAEO 11 IT SHALL E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER +J•• a ( q '. THE ABOVE MEMIOWD CODE AS PER FENESTTATION TESTING ULBORATORY, .NC. REPORT / 2032. AS PROTOCOLS 1A5-201, E TAS-202 AND IAS-20J, IS TO E ATTACHED 70 INSURE PROPER ANCHORAG .THIS $NUTTER SHN1 0111,Y E ATTACHED TO CONCRETE, BLOUcOR WOOD FRAME BUIZ. THIS SYSTEM FiAS BEN DESIGNED TO BE INSTALLED ON THE 011ISTDE B THE OPENING ACCESSING 'iE OPE'NNG TRW THE (A��Q!`1n�/nyy IIi510E W/O THE USE OF A UDDER OR LIT. T/6 APPirGT10N IS VALW YDiEN INSTALUTON IS IMENOED TO B[ PERFORMED12. THE INS ILLATION CONTRACTOR 15 TD SEµ/CAULX ALL SHUTTER COYPONEM EDGCS YwCNREAWN M CONTINUOUSNcOYT. ,ltl CONT' F'�i • ` JL�ONf' E. L-"-•. 1�IN1 FROM THE IiTHE OF STRUCTURE. ILJ� IIJ� CONTACT WITH THE eLPIDWG 10 PREVENT WIND/RAN INTRUSION GUNK µD SEAL SHUTTER tRACKS Al. AROUND FULL 3 14 l _ 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SWGLi µ0 DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE LENGTH _ [xS,IIG..I r` ' I QISfTNO-i ( JIJWAAVF �� PERFORMED FROM THE INSIDE Oi STRUCTURE. 11 STDR4 PANEL IiSTAl1AT10N SHALL COMITY WITH SPECS INDICATED IN iN6 DRAWING PLUS AN'/ BU+LOMC AND YONING w CU C IWa O1/55 t• ESQ foTo �l[�01A1 I 4. M. �S REF >n�Wal1 ', (!iff SCHEDULE i PANEL LENGTH oN 9QT ,. t• Yo.. PANEL LENGTH a P W '63 l' Mm. IXIST9NO M 0.00 0) C HONE 1 SEE BELOW) SEE NOTE BEL OW) RE T > ! ) ! 1 REGULATORS PROVIDED BY HE , , r JURI$pIC7i0N WHETS PERMIT IS APPLIED i ._ PAFEL LENGTH I PAN N 12.A55 � 0 LL IENCT QI5„NG 1 Nr^ �.wllDll I w. gcUd!` I 4. NSERIESAL TION S REO IRED O APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORQ(KTA; SL OERS STYLE WINDOWS WHEN Cu ++ •Q -r r'ta (SEE NOTE 1 BELOW) EDOSTNNO , Po 1I65 _ _ '.., _ :� (SEE NOTE f E101F) ro pMT l LENGTH _ 'L• Mo.. r ROY •iEi WgFM S •M.30+rr� .i - - _.. _ I S oil aEn ,i S M . W/ _ `' I o,G (p�F S (SEE NOIC 1 BELOW) $S-4.IOW/ (SEE NOTE t BELOW) 5. ALL ALUMINUM EXTRUSIONS TO BE 60g3-T6 ALLOY µID TEMPER. (UNLESS OTHERWISE NOTED) t5. (P) THIS PRODUCT EVALLMTDN DOCUMENT IP.E,D,)SiBty PANEL SYSTEM- IS PMipEE pppp. 3 ` GLASS �7t _ PERFORMED FROM THE INSIDE OF STRLICILIRE_ li ATRtls1 WMpOWS µp DOORS, NC. E - 2 HMFG NOT _4 7ro r a 3/32 I -_ 1 I 7/6 W a 3/72 1 _-...� l - 6. ALL ALUMINUM INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. THE SITE CONDITIONS DEVIATE FROM �5 PRpyIOU d w ,, .. I WING NUT 7/6'W 3/32• I 7 f..> 6N WIND NUT --) SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 Al1Dy. C O - __ �_ i _ ..,,: _. 6' `, -".: -- -..r - ;� � e• (b) CONTRACTOR '0 E RESPONSIBLE FOR THE SELECTION, PURCHASE µ0 INSTALLATION NCLUDKG LIFE SAFETY B - 7+ } 1/4.0 TAPCON • j _S i 7 ALL STEEL SHEET META PANELS SMALL +AVE STRUCTURAL OVAU7Y $TEf1, ASTiA A-653 GRAN 50 Min., GALVANIZED STEEL ( THIS DOCUMENT CONSTRUCTION PE�OETYPROVI � R DOES TOT DEY,ATL FROM THE CONOT10N5 IETNLED ON 7 5 PROVIDED �7 1 N6�O.CTH wp 1/2' I OESGAMTgN N/iy. 56.5 Inf !AFTER ROLLED). THIS T SITE 5 THE CONTRACTOR'S RESPON518RJtt. -- - PENETRATION AT RIADIED(- - _ 8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSWN RESISTANT COATED CARBON STEEL AS PER DIN c) THIS PRODUCT EVALUATION DOCUMENT WILL ED INVAUO IF NODIFIEO. 0 MGrOTI OF PLATE' 5001a W/ SO es, YIELD STRENGTH µD 90 K• TENSILE STRENGTH @ SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3A A3 G�+7�^`og�L ._ _ () ABED BY A FLORIDA REGISTERED ENGINEER OR ARCNNTECT WHICH WILL a - . t 0 6' I 9. BOLTS TO B ASTM A-307 GALVANIZED STEEL, OR ANSI 304 SERIES STAINLESS STEEL. W, H 36 K4. MINIMUM YIELD STRENGTH. N1 BECOME THE ENGINIQR OFSIRCCORO It OPT.) FOR THE PROJECT ANO *NO WILL E RESPONSIBLE 1. THE PROPER TT USE OF THE P.E 0. ENGINEER C RECORD. ACING A$ A DELECATED ENGINEER TO ME P.E.D. ENGINEER, SHALL {V 7111", !TI NOR$ TO WALL SHALL B AS FOLLOWS:SUBMIT TO TH1$ LATTER THE SEE SPECIFIC DRAWINGS FOR REVIEW ED \YI - I I - I _` D U�ID E)D_O W L SMALL BE AS FO PI 1 .. _IRIS E-D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SXMATRE Or THE PROFESSIONAL ENGINEER OF E0, 'I E0,- RECORD THAT PREPARED O / / , IP 4 5. Y9. w E0. j ��1�4'r TAPCDB Gt'IX AS MAUFACTURED BY ITw, BUILDE%, RFC.I` I'c-3T92 p..,)1 4•I-20.} 4Y5- M5. W/ 2p3/ g / E0. - 1 4• • 7 -IN ANCHORS, AS MANUFACTURED BY DEWALT 1 MIN Fe-3000 Pi,)CONI ,e- STORM PANEL MANUFACTURER'S LABEL SHALL E LOCATED ON A READILY VISIBLE LOCATION AT S70NM PANEL IN .71r. A 3/32' WIG NUr )/g'6 . 3/32' ONFG �0 TWr3HR[R o 12 QC E0. - W/ro5 /(BEYOND) ' E0.1T14_10 PAWUMTE FEMALE ID l PµE3.MILTE PLUS ANCHORS, AS MANUFACURED er ELCD CON5TRUC7ON PRODUCTS R C 7 9(rC-335D Pe)) ACCO oAici writs 5 CTION 1 09..J OF Ft IDA BUTLDNO CODE ONE LABEL SHW.. BE PLACED FOR EVERY OPENING1■ASIER • 12 ti' O.CNRrt WASHER (WYI}O) �IABCUNG TO COMPLY WIN SECTION 1709.9.2OF THE FLORIDA BUILDING CODE!14-0IT'1/41 LAPCON O r OC7/8'0 a 3/32• WING NUl 7 B9 a J A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SWILL BE 1 } ♦ µD 2• FOR PANELMATE 1 J IAPCO, O P OC. - ?&TAG TRPCON . TU O.C. •• fit Ot /1�y1LODWE �{'� NAS.ER • C. FEMKF O @ PANELMATE PLUS(§TAOpBEDw/ mo) lSTA x /2 w/ sw) OF PlAAnoN AT MOWOTH 2'.a• WORD pM TE YN• EDOO ?uTE/ ' /(BE OND) A / 'MN T1YEADED _ w 1 1/2' MN THREADED Or PLATE _ REgNED `( 6 t/.- 0 REQUIRED WASTER . (BEYOND) l TON AT MDAREGT" TON AT VIDWOTH OF PLATE OF PLATE -- '- x R 14-10 PA/ELMATE PLUS H -,' 1 1 A2) MINIMUM EMBEDMENT 0�4'0 X 7/PER�Rm N-IN ANCHORS SMALL B 6 7/8' IM7o CONCRETE. NO EMBEDMENT INTO -REbIApE,D IEIXAam / U,A / a- 0 PAIELIAIE PLUS _ � ANY FINISH MATERIAL $ B 2 1 W000 PLATE ��s W0(0 PLATE ---- -- • 6 I 4' O.C. W//, �/8' • 6 1/4' DO W 1 7 8' ; 1/4- 0-20 SS SIDEWALK BOLTS USED SNAIL E LONG ENOL"SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4• INWIN iEbU RED REOU ED �L MOUNTING INSTALLATIN WALL MOUNTING INSTALLATION MR . TN/RCADED PE4EIRAT ON SIN. TNREAOEO PENETRAT ON i ALTERNATIVE 7AW O REGULAR PANEL AT MWWW4 OF PLATE AT MCOWWH OF PLATE j = KID ANCHORS. �{ A. TIC WALL MOUtliJ�t IygTA� TK)N scYt J/s -,REWM- A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR - Awr I'' SCALE 3/e•-, WALL MOUNTING INSTALLATION ROAR, ANCHORS SHALL B LONG ENOUGH TO REACH THE MAIN STRUCTURE BEYND SUCH PANEL$, ANCHORAGE SHALL '�i \GEN•H4 �e Hll 4UNINNIYN ` 4) yRl NN ALTERNATIVE 8BW E AS MENTINED N AI) µD IN &2). = LC '•. scAE 3/6 .,' scxE 3/9'-+' P TIE(/T O REGULAR PANEL r'`+rEA N itI/r"F'NE O LIFE SAFETY PANEL 7 .: .• (8) ]T) EXISTING BLO N RA , N0. 44167 l� SCALE 3/8•-1" Q� EN....,•✓9"tA SCALE 3/B•.,•* '`CENS cT3`: ���' 'SlL' ss FLORIDA BUILDING CODE (High Velocity Nurrtcam Zonal * '•*= FLORIDA BUILDING CODE (High Y6foe A ; ' v FLORIDA BUILDING CODE Nl h Veloci NYMcam Zone - 1/4. 9 TAPCON ANCHORS AS MANUFACTURED BA IT W BUILDEX. INC Try Nurrtcon• Z•n• r. INSTALLATONS ARE O.AY YAL.O FOR BUADINGS WITH AS& DESIGN LOWS !ice � 1 N01a n169. we rP. - '/4. 9 x 7/8' CAI(-N ANCNIORS. AS yMRU1ICTVRED BY OEWALT WC (rn,.l5oo v.1) -� wmG n1Etm .c. tW TO .55.5, -72.0 PST AND PANEL'S LENGTH UP TO W-r 4 � � amG nam, I.C. FP _ ND 4416T 20 DACE GALVANIZED STEEL STORM PANEL _ O' F rr. z 20 CAGE GALVANIZED STEEL STORM PANEL er * c oRrK F. N14-IO DAHNEl3ATE TAMALE D µID PµELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCC CONSTRUCTION /(lSL19P.: N4 20 GAGE GALVANIZED STEEL STORM PANEL 2 FOR NEW WOOD FRAME CONSTRUCTION WWO IIEANW% 10 W SIXTNIUN = _ L f. INSTALLATIONS ARE ONLY YAl,O FOR BUIDWOS F/liH1 AS. D. DESIGN LOADS ._ •F. * r �..� • - _ \�a OIIMN M PINE N0. 2, w/ SPECEX DENSITY E 0.55 OR [OWL = * : - _ /W UP TO {55.5. -72.0 PSF µD PA I LENGTH uP TO 6'-g' t','' Q Da10` -r,�C _l _� / p,/��.,0 PRODUCTS (N•m-2071 p.R.i) ds¢..:, �- _ ? : ' E C O IMC. 2 FOR NEW WOOD rRAME CONSTRUCTION: WOOD MEMBERS TO E SOUTHERN a 3 ..... FrG. N. (P E �W' O ^ 9,w L PROTECTION PRODUCTS, LAC. 6a,E. "'!/DATE 5T -'? ems--' GLOBAL PROTECTION PRODUCTS. LLC. °'l01p 5 ATE QE J A _ , " .L E C BALL PROTECTION PRODUCTS 07'0'0 y' GONG S'O-' _ . 1 Q Qw ir. 51 STEW //.�.. INN' r+"9' I�Ne LAC. ', •j'•'•. 1� NDe:W 61 s11EET WNE NO 2. W/ SPECIFIC DENSnY OF 0.55 OR EOLAL. �`J,••.. TWAn • ANY OAWE FL SA1A l SMOG ir. 51 s1EEI `., OF -.... [� TRANu iCR1Me a alp CDYIrANT 6W[. R ]Ai4 4• MONO 20-176 / ��NrF r sw wa WW.r rAsa RwpG ieA4j� 76a3 nw,x' (004AIIII W7 20-176 " S7 Ali RW •. w ,r al.w 4,4Iss n M.w wIDNL fwaMw-76+a. noc twNK-6»7 20- T 76 ,i F- •.•• tWq v, rm r (PI.M69-Ilse. rAx- fu+Me9-t»7 r A S Ir R>m) m-rMe ,r , PATE m-.m r "Illrllli t111A P[. SON/SIG,Lp,IREliME CA-m0IT,9 a IwanW, .ol Nerw Dow" rNP. a• (Inv Itlr WA1DW A 1xllT i., P.E Y H-w AAAAIwII IININI - YAL/9pA1U9E/OAR CA-o0W1,4 4ee4a,r OIINM.O AI'. ro.r4 . (WW wl-1rP Pw . PW P-,PW d-0D007,0 «• Ir1IPlw er a• FSWW OIIWIIIIG Nh WINTER A N ,K., pE N tT-W P,i 3[A/9pW WEJGOR ■Y7G A Ran A., P.E. 4 N _ _ 5NQ1 H 9F 70 NI _ _ 7RpT 71 or as Ul M SEER „ 0• a -6 1/4• i -. � I�. , � 2.es7• 2.000'HEMMED TYP. - EDGE - - - - --t350•. COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1 /2- l ) -. i5196- (TOTAL WIDTH) -- -- ---- 12.500• (EFFECTIVE WIDTH) - o.o3e' MIN. 7H41G1 - aAW1N¢m srm A- ASTY 0.A3 GRADE !0 YNYA14 G-60 CAV. Nd i L,.a4o' 6250'.___ ..-- Q SjORY PANEL PANEL'S ENO UP /! . W/ HOMED//1" EDGE j _ 1 y `O.TSO' HEMMED ISOMETRIC JOEW DETAIL A ROUNDED CORNER O ENDS OF PANEL'S END uP W/ HEMMED EDGE. (N.T.5) - y- 125' I N L-}• MOM.--1 O7 3"x3-(Mex.) ALUM. ANGLE 700 - 1 ISO• r \ �A NEMM W EOOE GETAR \ rr 123' 1 I �a, 2 Coo, I .125'.750' 1 1 1 -2,000' JI 40 -J TRACK 1 750•FLI 055• (TyP.) L_ OB STOP BAR IT' LONG 6083-T5 Alum. ALLOY 3 500' t .250• 1 - - 2.470' - O REVERSED -h- TRACK 7W• - .250' N 750 i 813'I t � I h Q' II II T nYP•) O PANE4 YRDE ER 6061-T6 Mum. ALLOY _2.591"- P. 2.25C'-7 fJy _ 1 075' 00 1 11 2.5• 2.144' y --J ? 2.470- ?a0, lz () REVERSED "U" TRACK 125- r 2.00D i 0 2"W(Max������� FLORIDA BUILDING CODE Y/24 ESQ rlat[ 2 611047 4 r/ pl W/o (SEE NOTE 2 KLOW') }- yGO 2'/24 V/24 ► a 5 AT 2 �(iQ -M 3 E,00l sM.s 1'/24 4'/24 Pq rN1n rOR WINETETE A,Np,D16 sQ r _ t• Mn. rmcftn A"C OW11 LTWJ 3• Me. O I Lti tt $ sernows w 9AIEET 26 -11v (SEE soncou E w S w 2A) ^ I. 1N,. O 2 YP M' Qa or� T I. I I I ,I I I 1 •I S I I I• I •I I I .. -T 11 I I I I I I I I I . 1_ � � ��..�_ L► _I.i1 _Ely �� � _�i�.I_ �,� J_ _l! - 60X1• _I- 6t1 Y 7' 1. i' " T •1 T'T r• I PAIR) ( PANOJ � [No SAEIBOR P • i r • ( enEIOMN_. FrRWOR._ IND PANEL) 3. A ( AAEL) ( END -• PM,tL PArNG HERON' MOYOR I ' ' T (QO ) (RREAIaR ) I TTP � ) ,� wE i 3. 4 ELO+r ,1 1 ( . I.IIp) ( INgQ) ( OTE 2. I I I i I I I I SQ NOR I, t 4 ELDr xE ROTC �. S .BELOW MOE 4 I I 6FE NOR 2. 7, 4 KLDN I 1 I I 11 I 11 �WI 7 I I I I 1 1 it j.) i I '� I� ' I '' im ►AAEZs w/ i 1 "I I j I" 60.TED PANELS II/ I •i a 1• } 4' wS- W/ � 1 - I I 72 WIPDNTS I I I I 1'4Y- aLT/I' YS. N/ I - Y 6•s7 52 NNNNI/f5 1.1 I. _ _i I I __� ( I ! �_ I l li- 1_" EM� I__ I r Yl _ _ _I-R 1117 1 .� 1- -1 1 I y 40 Y'L• i - `-"fi IT 1)- i T.t ,-- 40X1' ;, , I T ii I i lT I1 II '• �' !• -� !- 1: T� i� ; 11; �� 11�;11; �', II �;, TIT! • • tOFP.) `3._. SE NOTE 4 BELOW +loi, ] _ - FOR 9ClDW '- �' _-'r--- " yGO_ CONCRETE AIIGHORS: SEE WY E IDDATEp 4LTF7YATE LOCATION ,• Mn SCM DUA6 f 94M n: TDR WOOD SCEW: ,. CAI AT ENO OR , +/2' , Tro' AT Ba PAWLS) $Q SECTIONS oN 9KP 24 (� ,./� NIEAOR PAELS SII NOR 3 �l © '•l:J O ffiD1/, OR W/ OR W/ • 16' • ,AST PAICl O TO K ISTAUED AT EACH UST PANE 0} TO RE IN4IALMD AT EACH OPF I. .N ALIMYS E PROYO[0 W// OPENING OPENING SHILL ALWAYS W PROWOED w// REM HANDLE 70 FAMDAIE NSTALATDN TO FACIRATC 015TALA»OM IF ITENDED TO K WST,YIED FROM - P ela ED TO E INSTAL,tD RRou INSIDE OF STRUCTURE. E OF STRUCTM[ "" INSIDE SCALE 3/P - 90Y9 3/3r - I• r '/' ,/.• its Wp V.• Rea. GOP 1/4. 4..a W -� A Ye. OMjr _-- _- Ge©4 OR W/a ©• O 1 (ATBINAR IDGaTX,N SECTION A -A SECTION 8-8 AT DID PNoe, IOU 313r - i' NO IDYL vu. - r (I) DEFINITION OF SERIES 1000: E - HANG PANEL CONSISTING PLC AORSM wit ECONS 1OF D14TES E (1). �_EjERILAA-jj(•S � O. E - 2 NNNG STORM PANEL SYSTEM CONSISTING OF PANEL - �T BOTTOM W/ PµELMATES. Cont. TPACNS Top 61 BOTTOM. (2). ENO PANELS SHOAL ALWAYS BE CONNECTED TO EXWNG SILL WALL BY MEANS OF (2) ED PANELS SMALL. ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR PANOAMTES ER. E USED NTLY W/ 15' LONG 2) TRACK AT BOTTOM. END PANELS 8U sHA1 B PROVIDED AT TOP OF SUCH PAWLS. SHALL BE CON HECTED TO W/ 1/4'�-203/4'•U 5. W/ 7/ 3/'12' PANG IOPE DR 1/t'6-20K3 fNUMBSCREW MI". INTO TAPPED 2 (EYCEPT AS (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACX, CONNECTION SHAH CONSIST OF O[$CRIBED ON NOTE (]) EL, III 1/4 M20il/l' M.S. W/ 7XIIrL 3/32- WING NUT OR 1/4.011 Min. TOLAMSCREW (]) FOR CASTS WHEN END PANELS ARE USE JOINTLY W/ 15- LONG 5I" AT INTO TAPPED BOTTOM TRACK LDCA70N OF FASTENERS MAY B Al ETHER OF TWO A(JrTOM BUi END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 )C STOP BAR EXTERIOR FLAT FLANGES OF END PANlL ( SHALL E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT ENO PANELS ARE N01 CONNECTED TO BOTTOM TTMMX (;oe A STOP BAR (A), FOR NSTAl1ATOlS WHEN ENO PANELS µID SOME INTERIOR PANELS ARE DIRECTLY K ONLY USED AT TOP) AT LEAST TWO PANELS SHALL B CONNECTED TO ti0T70Y TRACK 4011MFD 10 EYISRNG SILL WALL MEANS OF PAA•ElI,ATES, ONE INTERIOR PARR USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PANELS MAY E USED JOINTLY W/ TRACK AT BOTTOM AT1A TES.HWO BOTTOM RIOT TO WALL TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W/ TWO PANELMATES FOLLOWING NC SIIOVM ON ELEVATION AND TR/ J WALL SHO O N(iJ. NIS'ELMATE, (5) SEE SECTION 1', 3' @ 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE FOR MR NG PANEL USED Y W/ GOES "Al'o" NOT NEED 10 BE CW6RECTEO TO BY ANY MEµS. TRACK (B�()1L SISAL BE NSTAtED ".YLN,n10114 �•' (>, A 71( p�, SUCH THAT ADJACENT PANELS LEFT a RIGHT SIDE OF RRERIER PANEL) HAVE ,.:,,,, �/j"'•4_ THEIR DIE6MS RETANED By _Q . Q ON ✓'pcL�. FLORIDA BUILDING CODE h V9)oNty Hu cone Zone) _ :• No. 4 16T ' ° °a°D'M/D0• "G 20 GAGE FaALVANI2ED STEEL STORM PANEL DRAW, STA OFF r > BALL PROTECTION PRODUCTS, U.C. •°q•'•. IL E C O E.C. 4e00 IA. 51 51E1D 'i, O,E•••. F10 1O*^��'`f''�'''' a COIIAMY GOAL It 3"" "4 Fis �1� f ew GOT Nm ,Ms�'. r-. -, wO1m M':T'r waW. "".)M-7a4o, AAA: lna)s• 6»7 20-176 SIDN A"i L GA-oo0A,0 sHr 4s «. ssa oAWrO Ns r AAANg111 IIMHIR L SlA/SOMTIIE/GOlE +WILIER A IW 1�,r P. ,T-W IIQT a a a R� INSTALLATION 4 c.A RgTAILS FOR SERIES PANEL(1) INTO POURED CONCRETE LODE rKOtlM a s. a TIHTn E) \, d 2000 AND 1000 E-Z OR CONCRETE `YAIWEi --R A HANG STORM BLOCK @qp pQ `W c vl O. y,la 2v, ! N3 6 ENo P _ I G av ryy J---•-L Q. - �` fYSAL,L� i• ae ., HaAEn TWlnrn I I ; - T- p¢ toW naii pI _ •$5 JQ '. 1:.: I ,., a.. L "on aid � Aar- aF ,T Ja3H 1.., QaryA WDW - 5W pK) II I ' -I IIVII'[Tr IA1I�Ii WM I 1 Are H.n 0, u i 5 I 1 1 I 5EF MY I j 17 23 -DNTop �iw,a , I ( 'aLAm ,/•Y-2aJ/.'W[�3T/ L Mai ' ' W L O�II WQE � SCHE041 I ON DQi ss 1 ,,••�1WW/.• r1'QI Yh AlMMnON I/4•.-ra,/4' 1 I T n'Ri/s" I I Wlla MR • tt 10� + 1 , • �WIq NYf , TOR Mn. SDARAV" I l/6V.3/9' I W 6LH. Aar7P EVEM oIOHLAP I a~ � I Po OAFS. I tlZ 1 1 I i CIO � � I - 'I ___... _ 1 `' 1 i i L31� I■i�(LaT( 3 ,M i :• 1 w r - ffi-•D � � � D � t a �A P611�1 � • ti/ Ni r KNpLYA + \ wAWa(•--�•r--.-,--to- r/ Inv 3na Ww Raa L Mn FFen,ml -, s� • Y,r.-. �34' w I - rn'•WaT' • MATrr4AWGO3p/r4i•1� ei.• 4• ED ED a rA JI •a* I - mroaTE S A@IMD / w Varw.s/.• „„a DaAocn A4o+os � \ s'lu r/••.-1a7 .• /'•'��'t• ,woes TOE , InaHn _ I (� L� - WALLAND DIRECT MINTING INST. aoHIP,GW ANOat OIE Ir� pQ +ulml.J :' - a+aA a rw as S,ti7 a) 1j E. Ws •nn/+va' wrt-I°OKLc.7� 4i"-iY oc MAIL MOUNTING_71N3T SECTION 1 SCALE 7/8-lo.s/L (S1Yy +tl O S SECTION 2 O SCALE 3/8.1" I 8 Nmc ,.,i3'M1; s¢ Y[�UrnaGOP1�10NS� Equenoo S rDW YE �U caH9uTYw o i°P sWoM1W K 11M TO CEwNG MOUNTING INST. BUILD -OUT MUUNTWG SECTION f SCALE 3/6_,• SCALE INST. I (-ZYJ I�- E W IWND . NE W 03 Ai 7SOOnDoalMt APED aM ,OOo W, wswLAroN irPc a 91er 13 \„'�•,... f i-1 6 1�,oy�i L-•,•- j0 6J 'ram ARM a111119 'N °r ge°W6 iv A 901MM Fa NTWIS CANE COYBIm w AAY WAY Po SALT AANr 1 No. 44167 • 2- FLORIDA BUILDING COS NI h Velocity NuM"no ZonA © _ WBT'ruAi'°'L _ ' " � •' STATE OF -90'•, - °tea 11�'Eca Nc 20 GAGE CALVANI2E0 STEEL STORM FP. PANEL mMrKer 1YE��� � T WALL1/� I• vlEw x cD. cDGe>J•A.Q " _T� F:44� I �. E C O E,, GLOBAL PROTECTION PRODUCTS, LAC. DT/WE rI^/,� WIOVAN �`Y�// Sri/ •:: oen m ro's r�lF. weut 9µi: nar: (W)W 754% nMi,ct(w)a9-s»7 20-176 m ra+ w: IfteWsnow P[ gA./9•tLLTLIK/GO,E OL-p00671s W11D4 A NWT +, Pt U. 4 , r,w _ M1[FT M O a Cn W _C Cf) o CDL 0 OL- U CIO Lu = Q Z Z Q A•YJ I..L SHEET NO. SH 1.2. pw _ j(r A.JI' i_l' J II I II I I1' III LIwIAI'lI1A11 I7'1 1 I I I I I I I1 - I I�I 1'' III iI �h��I I 1. I, II . ', I• � I J • 11• -1. •.. f a. I. :L MAXIMUM Mm P -SECT' - To .I?PASSLIAp.E (Pw(_) (SEE ) TO . CCI - .65.0. -75-3 70' OR LESS 2 9/tr 1 BOLTED • ". 2% 3'. zIAYI, JrJr3N9 .66.9. -75.5 70' OR LESS 2 7/8' BOLTED • I.• ,•Ir • BOL7ED W/ 1 4-•-20A3 4- S _ M.S. ATWINONOT AT G.CRI P A, 40R OF PANEL LENGTH MELSUPRED a PANEL '_�_ -_ I _150• - y}7 1 r ) `H, HEMMED EDGE - .DRAG A • is :( _ 1 • :L'. '. a l 11 - �=�� ti .MI A . 3S ` RI . i MAOANUM D. ASDESIGN MAXIMUM ANCHORS SPACING FOR L D. - ) T/2' ,- APPLrAw TO I SECTIONS 'I ARP ComwwxEtgN OF THEN TITANIUM PAIR LENGTH i' (H.) PRESSURE RATING (P TAPGOI6 GALA-P/NEJAR rEMALE ToPAIEEAM(E PLUS To Co.IGREE TO CONCRETE BOCK 'TO Cocem ITO comca:1E TO C'aAmn BUICK 12' N/A 1 12' N/A I 12- N/A 12' N/A I- A 2' (TOP) II' 3- III To- 3. 5- 4• 5- 4• I I' '00'0)i 12' 3' t2• S' I 8' 6' 8' 6• I• (BOTTOM) ES 1000 N/A N/A I N/A N/A I N/A N/A 12 '/2• 11• 2• (BOTTTNU) 86G, -75.3 7' N/A 1 6 1/2- N/A 4 1/2' N/A 4 1/2' N/A S' (TOP) 70• DR LESS 12' N/A 12' N/A I 9 1/2. N/A I 9 1/2' N/A 3' (BOTTOM) I 12• N/A 1 12- N/A I 12- N/A 12' N/A 4' (TOP) 12" e' 12' 9 t/2' 1T' 11' 12' I,' 4' (BOTTOM) III LIMITED TO MO p...1. AS.O. DE51GN PRESSURE RATING ASII 52 26 FOR ANCHORS TYPE k SPACING MR INSTALLATIONS INTO WOW BUILDING, MIME BlIA01'6. AN AND YN4VY L06F. „f ATEDINCH ON iNS FOR M LESS OCCUR ANCHOR SPACING FOR E0. LESS SCHEDULE S ROUTED S SCHEDULE. FAM N"FAVI Y THE 61• TIE FOLLOTANNED ►SI !ACTORS. FOR BY WLiM,YNNG SPACING d SCHEDULE ,FOR MULTIP TARS SUBL RIEDUCED SPACING OBTAINED SMALL PNUM SPA E LESS T N MI ING INDIC TEDMR ANCHOR PE AT ANCO LESS TNN MIfN6O1Y SPACING WGK4L1Ep FOR WI ANCHOR TYPE AT ANCHORS lD.b1D ANLSOR TITS _1/41__ 1/4'W t/4•. -Wommut 1/4•. n/CCM rommAx TOWNS a PLUS GATT - Sr AR@HXI 5rraor DW) 2 J 2 2 In r.r.RrAWG I9.WTn 0n3 ) 3 3 3 A. MIT ol.r. er 9L) ) ) 1n � In ,- NXLNL LA ow mwma TIDING I 'n• m I 'Ir - - So -_- 3• "m - ta0 A 3 I - I Iap - 10, 1 kuIJI/2' + REQUIRES WOA. DISTANCE BETWEEN BOTTOM OF PANEL AND 0 TO BE 1/2• --IYO.. I ++ REQUIRES M.a. DISTANCE BETWEEN BOTTOM OF PATE]. I AND TO 3 IB' ® BE / ]/16• __ - BUILDING CODE (Niah Velocity Hurricane COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 -- 15.125• (TOTAL WIDTH) - - -----. - -. - - - - 2.187•- -- -t2.300' (EFTECTW WON)- ___ CL - J_- -.193• 1 J.I50' -- B 1/A" (EMP.)- -_ - I E-HG -374=.. - 1.350' - 1.350' - 1.250' IBB'_ '- �086' ITN' 1 E -, O. I ,,BA ('1 h 3.375' , 671' 0.024• UN TICK Ff F . r CAL ASTM AM TY_P/ _ '�,N 7, .084'• I.015'GRACE 8o ANMAm HEMice. 2.125•'_ -� C-60 GALV. EDGE I T � 064• _- - ___. .. ___ ________ __ .375' (TYI% O STORY PANEL T _.. 1.33Q• - DETAIL A - I - I - 2.000' - 1 PANELS SHALL 6E INSTALLED &WAYS - 2.3e7' - - FROM LEFT DOA �or PAN(�2 "H" HEADER (3) VIE" TRACK /� I EANFL Y ERE) UP / W/ HEMMED EDGE . / _ ' - "..0.05- R 9a1Y - rr i - t3Y! r.tlo'J / _ '0350' �1f , 407' .625- - 2.59,. - - / HEMM" I r 1 ISO ETRIC VIEW bETAIL A ,33 I .250'T ROUNDED CORNER O ENDS OF PANEL'S . .0 r . Ae1..pss' , _-2.3]6- - - END UP W/ HEMMED EDGE. IN S) 2.500' 1 3,750072 091' (�? 7 _a+• ( 3) KEY 105-HI54 HOLEMOY W LASHER 1 2,124' -Do,' . --.700• - ® SLEEVE 2 1/8" I 1.250' , .375• MAX LENGTH I :230'_ -- • -) 2.0W' - - 2.o00- 1 1-193- -2.54D• -- -- I-.116' O 1 (EMP.)'. '.050.4 L- .. HER OB "U" HEADER 1 ' _... ,' YIN TO 5• MOM. --...--- ® SLEEVE N . MAX. 10 � 3.000' -. __ __ 6061-ie AHOY AH4....lot," �A' itT M6 I -�"' A7o 3sa����7s .yN _ r�Q4t�JC"i''< 1,07" I ---I I (, i N0.441fi 2,000- 1 -I.T P 1.125^' .1 ( - I 088• 1101• +Ar==% , 'IAA. -MINa,(.:YWNe®750 SEAT01MR) 1 .a DSO' - 2.000•- - I I -- - SEE SECTIONS - - - .250 ! 01'•, As•)pl r-- , .,.j PO4' � % 4 RED WINGNUT 6N. HA i© g�JILD-OAT "F" � BUILD -OUT "FIT TRACK i S 3 5�J W14Si•IE TRACK ANGLE (ZAMAC 3 ALLOY) Pc SEAI,.yaATMRron TYP. TOP EDGE OF PARL 375- 1 - f ._ PANEL R.625� .- . 062700' •- • W270•- PNEL I 625• .375. ( ITYP 90n7Y EDGE OF PANEL .750• - 5.5. s,w RALTm .125• TO ANGLE e 6 1/4• OR a I2 1/2. O.O I _ j EMAY BE R mRm) l 6B8' i. L-REMORA , _ I TEMP ) (4) ANGLE WITH STUD 0.024' (MIT.) GALVANIZED STEEL I I "/ 0.375' "U'Ll 0.250'0 . i Sl OR To RaWIL-1 © KEY HOLE AT PANEL - --- I I .SEE SHEET 6 FOR ADOnAl I01 .6t3' LYOAmms 6 SLEEVE LtT1OTH IS i L'. - - 125' t . ONLY VALID FOR INSTALLATIONS "no (TYP.) WOOD STRUCTURES . 12.•- 3'50- 2.oW' 750' 250- 1 (') 2.000• I 11 "J' TRACK i© PANEL HANGER (I 1/4" WW e (USE ONLY FOR E-2 HANG STORM PANEL iL SYSTEM) 6053-16 ALUM. ALLOY I FLORIDA BUILDING CODE (Non Rich Vel"ItY Hurrkorte Zone) INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL (f) INTO EXISTING WOOD STRUCTURES - -- 1/4'4 Im SCREWS a E• Mc W/ ' /2' - THREADED PENETRATION (= -•LA• wow ' 10 +/.•• t/.G SLRiW9 . a' 0.[_ O051%C WOW MEADER REOAREO I/M•. LAC SCREW$ 9 6' CC ■/ I', .Y - + 1 2- - THREADED PER ,RATION ' F T OR • MY, 7 PENETRATION jl M ON EDGE I/) �D T O EXIS'i,K Ram' HEADER amwc roam IHF.IGER ' 4 E1.. _ --- .. e U EN0 or � ' - I e'1-21hJ 4' Y s I 4 Cm H. /14.1• SPA S 6 CMt // 7/8- Af32' WHAC �I •1Li - . 1 INIAT TV 2 O.0 1� a F, THE Or 0 Y ' S II 4. .S p SCREWS a 5' O.0 6 i ,'• lat' SYS AG R i % / �1 I x I. G FIG or , . •II l 1• • WTI t { 7 ' 20. / t/7 iHR(ApED PENEIM NON lr - I 3 T (SITE DETAIL I/14 k /61. - WI14 MAR R Y]�%T6TM 3/32- ,O EX5,M0 A'00G ,WADER. ,. T NOTE IA RFiOW) (R" EVEAY� ITp.) ' (5EE DETAIL 1/24 4 II c. I !I I- �'E-!� BUD,! _ ]f1a• wvm POP ANEI i sus. 5 )O , RETM OP E\Em ® FA END 0T Rr' (W7yj41' �� �D 1 T y 7 i(SEEDETAh 1J24 k I 9 I IA BELOW) i WJOC HFADFA Affl. O ,- It I I a .-10 3/• I _ 2 9/Ie• AP. 1/.••-1w3/4' I" 4 SCREW Wi '� 2 9/,6• - .e SEPARATION I 1f s. W1 P 7/5•Pa/v' I KS w�i 5/iu/J:• i To GLASS. 7/e•4.]/J2' Hy WIND MR e I - '0 1 GLASS 1RING ALIT e EVERY OVERL74' G1 Ir OC_ 3 Imo. ,-r CYtR1' aVERIIP 1 �➢MAIgN ( Y/ SCREW W/4 Ta 0U ,S9 I 1 /4-r2a[]/.- d i 1 z 2 e%'6• Y,.. I 7/B•..]/31/ ' j//6Byi]//W 7% ` y SEP.RAOUN - RANG TUT e I Wr0 NLx , O� - I 0 G. SS I E,ER/ OKJ°M d4.EYE(NpDOYEWLtP I I II -- _. I IIII I . � I d IIiI � I g jJII - bj 999E4 W r 9 �I I 9 R C -. I I I J D r I r 11 g 1 :I 1Q! ti NO i It 2' c c: _1 1, S. 12 � _i '�-. ` 4 I >ANLUAR CIMLC n 6 - __ /l ! / 4. 45 R '/••W R PM 7 v WA TSNAR G ^NIT PLUS A/ 1 ^ I E l W! 1 4 P-�p��/i ( )/6' 1Fn TIHISAOED _ -_ »!i'_ ]/4- r.T o -•) / M R' TINUY Y (SITE NOT( a RFi'_i - ./31- PFM,WTON• t7 1/1' OC - ) u _ TAP OA 1 ._2°,] N• 1 - . / / II •-• lw S^Rilrs O 6' 0 C. W// j7 / _ ll TINY85, I�r6 ( YIOMO/1/2' YNa. TMRLAaI".. POET I/ O a.Ol1MR AEWREp T 6'� ]1/M S Wr' •.25U 1]�"/(Y N/yL; ) M O PUR Al slRITS 1 K,N OR G(M I ..-1a.J T, rU1 11R oN (DOE 4' t.-1 P t 6 Xi#Hn.3/i YS W/ )/BY.]/3]' (2) O AwC PLUS W/ iM(YBS[NIlE (5Ts NOR . RiLOR). �JT NUi a 13 p 0C I ](`6' IAr1 f)ETRATK]N 1 12 • Eall IOW 1/,Y LAG sCRE.5 W 6. OC R/ I/•'r LNG $CRLYs O 5' O.0 W( WTI (2) 2•.,- (2 1/2' - THREADED PENETRATION «N,. (2 7 .4'_ I 1/2' W. ,Ma.A PEN(TIAT'D. MCK]D PUR R"'o", • rRmEoLVED YowcTN OF PIA, INSTALLATION FIAT oR aN CocF ALTERNATIVE 2'TW M.. 2'.•• WWo ".LA00TD �A;yrz, SCALE 1/4'-*' PLAIE REGUTACD FLAT a ALTERNATIVE 1 T'W BUILbREMTING - FLOOR TO CEILING MOUNTING Qas ALTERNATIVE 4"W I INSTALIATAb15 ARE ONLY VALID FOR BUILDINGS TFM ASD. DESIGN LOADS _ '_ INSTALLATION SCALE 1/4'. 1' T. W UP TO .fl60, -75.! pMf AND PANEL'S LENGTH UP TC '-10' A'ASMHMNIIN"IHA,A � -II t R AT/( , G (/j scME I/1•-1 r`•1" 2 FOR NEW WOOD FRAME CONS'TNLIT TION RING MEMBERS to BE SOUIHERN gI N+:) PINE NO 2. W/ SPECIFIC DENSITY DP 0.55 OR ER.AL F- ✓,p 1'i •.-� C1&sIF' ' = FLORIDA BUILDING CODE (Nigh VelocityHOT Zone - naIItA -*'• NO. 4 42mo 1x,aa "- SEE SPEC+fiCA ArIO REQUIREMENTS FOR Uf DP MW Cep N TOP A4 20 GAGE GALVANIZED STEEL STORY PANEL IRW� IP * WELL AS PANEL CONKCY_ 'O HACKS DR BASEC DN RC•00 hfilOL'A oon oa 2oao Ass X6TAW ION PE oN 2 "� e' STA OF, f GLOBAL PROTECTION PRODUCTS, LLC. G'�/1Q10 f(p � IL EC©ENS aR �A-, 01, SUTE FOR WrWnuTnra eF s2a10R ALTFIWATIVE TOP HEADER WOOD FRAM" .Apo E.R. )' sTIWtt .. F G\ 1// ":o"- /-•�Q ` RTRR�TT7(INR C AR D . IL MI. TOP k BOTTOM M(A,INPHOS G.A BE CTAKINED LN ANY OONENTEMI !ANCHOR Il'3fiTNN1 11 SS%ON• LEN �P ( cRa n.1. I+IwNE_� (-)°n--. - "Te _-' 20-176 NI-iaol ..l.,aio ,.. , prt n. -IRA, AiNIrTNr WAY r0 511TI Arc NSTµu110N. srAMr: t<4• . 1' USA �` r 1/HN IA' [A-Rw671• r NOR SWIITIT 1RAC._ NOT sI.- POP L;LARI,Y P[ s-•VIA-nAc/oArz RNrtR A Tun .... PE m':-�R .416i rHnT a of Na PANELS INSTALLATION INTO POURED CONCRETE CONCRETE BLOCK & WOOD (t) SINGLE UMLS rl) AT EACH 2/4 1/4. 3/4, 4/5. 5/5 & 5/5 iw/B, 2W/6, 3W/7 BE 4w/7 - _-ANCHORS (SEE SCHEDULE ON I. MIN - SWEETS 9. 10 tl1) - - - - - ---1, MIt- ST TOP OR BOTTOM END WITH TRACKS M X . O k SZ OR O 1a _ - - D.M.-O. ( . 4)' I r i-I--1 - -r I--F_=i7- - T To--,-r-r7-7- %- T -: _ I -i WITH TRACKS .CT MOUNTED AT LAC�Nr �rt I MAXIMUM PANEL LENGTH "L+" OR "L-" (It.) 0 MAXIMUM AS.D. DESIGN PRESSURE wTIIG (P R.T.) (+ -) CONCREFF • WOOD INSTALLATIONS t lA L_ 2A0 r2'-0• 12'-0' Imo I2 -o• n'-e' Sao t r'-e• 1o'-s- J10 _ 10IO• IO'-O' INTO TO' - I• 9=.' 4 o - sao 9_° 6-91 8'-4- 9--r• 6 _r _ uo a' _ Sao ITS.0 _ 7ao 8._3• _ _ s_-c- r-9 _- _ r_7' r-4-_ r-o• _ 7s0 r-s• $'-,a' 00.0 7•-2• It•-7'_ RS.0 _T-a, 6'-9' 6'-3• 90.0 6'-2' P&O _ s' 9 9'-0' IOOO_ r-3- 3'-, I' 105.0 a'-3• a'-9' ,too - 3'-7' n3o - - s`-e' 1 IB6 5'-3- MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS.D. 1 RATING R1. +a - CONCRETE • WODO WALLATous t U lr 2a0 14•-4' i3.-O• 230 12'-1o' II'-7' 3Qo it' -a' 00'-7' m0 fo'-Io' 9'-9- ADD e'-6' 9'-,. 450 S50 --- -- m.0 63.0 - - --700 a' -I• 6'-T - 6 - J. 7'-e" - 7•-s• 6'-0' 7'-6' r=2• '_I'. e r'-s' 75.0 7'-2' 6•-8- 60o r-o• e'-5• il130 7-0' 6'-J- °'-r 90.0 6 9• ISO_ 100.0 -r-r _ C-3- 3-10' 3_-T-T ID5.0 6'-J• 3..• I, r 75.0 4'-To* 118.6 4'-a' MINIMUM SEPARATION TO GU55 SCHEDULE LAGMA/M PANEL LENGTH WIND SPEED 4 170 m.P.K WIND SPEED > 170 M.P.h (IT) UNRIMTRAINE0 RESIRANED UNRESTRAINED RESTRNNEO 30 OR LESS I. I• I 6• 6 1/4- >33 TO 90 I. 1. 7 1/2- 7 1/2• >90 TO 145 1' 1- 7 1/2' 7 1/2• >1N TD 7 1' rT-\ - "_'AAT'k1mN rnumm�u TOP DIRECT MOUNT •n' I HEADER -U• MEADETR l.ss' ANGLE I ,STUDF„ TRACK N LV/ypF TRACK - DIRECT MOUNT 46' 13'. m. M. SS' 50• 1 50' 4 1.5•X1.5• STUD ANGLE 35 32 32 32' I 42- ]6' 1. E r TRACK W 32' 32' 42• 67' 60' 60' t W SIDE 1RACN AHIOIE 50• ]I• ]2• S6• 00• 56• S6• Y 50' ]2' 32' I 39' eo' S6- 56' O ®ar® I, I i I i 1 I 1 I I1_-L 11_I 1 L 1 1 ) W ;- i r A 1 1 I I: i ' I I T '_i f _I I 1 I/ 1 ! I � ( t I I I I I I 11041- i i I r I UNBOLTED PANELS I 1 1 i I I I" PANELS W/ 1 4e-20x7' { !(SEE SECTIONS AS 7 1 . I .S. M.S. BOLT W/ (�O EA OVERLAP I I APPLICABLE) I i (SEE SECTIONS i APPLICABLE) III I I 1 I i ; � i 1 I i I 1 D.M.. 3 4 _+ I 1- _' I- I -1 I I- O'O^' ^I o' 0' Iol Io1 0 , ® Of V - 3 YAx ]• MAX - 1' WN - - I- MIN. 1/4, 3/4, 4/5, 15/5 it B/S z/4 1 W/6, 2W/6, 3100/7 k 4W/7 - --- ----ANCHORS (SEE SCHEDULE ON SWEETS 9, 10 Alt) REGULAR STORM PANEL t; ELEVATION N.Y.S. I/4' Ym GAP ... 2.6e7' -_ q (LOW. O.fAAP .1 II/OIE AALEI6 /f MA' GAP w SECTION A -A N.T.S. NOBS: (1) L.. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ASM DES" LOW. L-: MAX ALLOWABLE PANEL LMM FOR A OMEN 2EGTNE ISO. DESIGN LOW. (2) PROCEDURE TO DETERMINE MAXIMUM PANE, LENGTH, GIVEN A POSITIVE AS.D. DESIGN LOW, DETERIME MARTIAN PANEL LENGTH 'L.* FROM SCHEDULE GRAN A NEGATIVE ASD. DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH 'L-' FROM SCHEDULE. FINAL MAMMON ALLOWABLE PANEL UE IVEM IS EOLA,L TO THE MBWM DETERMINED PANEL LENGTH BETWEEN i4• AND '4-•. (3) SEE SCHEDULE BELOW FOR EON. PANEL LENGTH FOR POROSITY OLY4NYATON. r INSTALLATIONS erto W000 ARE LNGm TO.95 PAY MAX ASA. DESIGN PRESSURE RATING $.'t . -, •!tW;;;9 N SPACER 6 USED R K- l S '•';FLORIDA BUILDING CODE (Non High Velocity NO cone Zone)- * :. `�2•'•. �.^ . `yrssl/ fF'IF 0. 4416J '• ' WE OF " t6" 1__ ORIDp ••.A ....•�\`A .TT / N r "m°1'Q0' We IL EC O INC. \GLOBAL 24 GAGE GALVANIZED STEEL STORM PANEL I'A PROTECTION PRODUCTS, TLC. Mew 9A. 51 9REil DOC FL sut• P.CNE: (W)IM-)6M, .Ai <M.)Y6-6'19) °' TAM TR'(:roTR10 k a1er N-- prl.=-� 901 - TTALigG-°°°6rIJ°r., P.G W, 20-175 oYRN° Rs - NIINIIIEeI ,VIo/MR -Tw man 3 r Is GENERAL NOTES Nun Pt! Al /.T a aer« A -7 wAla _aWre•4 9Y (C) IQ •XIrnryG SYpGO :YIN._..{'�K_GB6 7Y I;t_- O. SS uW.:. I 510RM PANEL SHOWN OH TINS PgppUCT EVALUATION DOCUMENT (FED.) HA$ BEEN VERFIED FOR COMPLMNCE M ACCORDANCE - 1/4.0 TAPCON ANCHORS, AS WWUACIUED BY 1T.W BUILDEA, INC F THE ] FLORIDA iN N IN AT NIGH N WIlN ..1E 2020 ( In EDITION) 0! THE LORIOA BUILDING COOP IS STORY PANEL SHALL NOT SIRE INSTALLED - rf4-10 PAN[LWTE PENILE IC AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION 9RODUCTS. VELOCITY HURRICANE ZONES (MMw-OADE / BROWARD CRJNTIES)- 1/4'r LAG SCREWS PER ND.S .HE ABOVE MENTIONED CODE. R A WIN SPEECH WINO LOADS SMALL RE DETERMINED AS PER SERMON 1609 BASIC D - 7/16Y . 5/6• WOW BUSHING. AS fN$iRIBLTED BY ALL POINT SCREW, BOLT B SPECIALTY CO L CT P WILL IN FOR A CT1 NAl71Y FACT SPEED As REWIRED BY 711E JURILWICTIOp WHERE STORM PANEL LL RE STALLED, AND O OXE 0 OR -I6 AN K THE MAXIMUM AS.D. DESIGN PRESSURE TIN INDICATED ON SHEETS i I Y TI INTO WOOD OF TAP ANCHORS 1 / - AND ' FOR ELCO PANEU4T P USINGI ASCE 7 D SHALL NO EXCEED E ESSU RA GSC THREADED ON O CON SHALL BE /2 2 L E PLUS ( 7) 3. 9 T5 t I AN PAN F i 12 A40 P ALE TVA 3. 9 7 B D ELNAIE FEMALE 9 DERV P 7-1 FIRST IN RM iN CONDITION. ULTIMATE N WIND LEWD" DETERMINED PER ASCE 6 S1/AL1 RE 'ITS ORDER TO E E ABOVE C DIRE , OET1C LS DESIGN INDICATE RAYING BY MULTIPLYING THEN BY 06 IN ORDER TO COMPARE THESE W/ MAX (A.50.J C1) WMYUN OE LAG SCREW, THE WOW FRAME LINT SMALL BE I 1ETR NO THREADED ON INTO STUCCO SMALL CO AS DESIGN PRESSURE RATINGS INDICATED ON 5NEE75 3, 9 i11/1U 12 @ 17, 18 PENETRATION INTO STUCCO SHALL OL CONSIDERED aT PART a THE REWIRED THREADED PENETRA11pHI DESIGN E LIRE S IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STIRFSSED, A 331 INCREASE IN ALIOWABLI STRESS FOR WIND LOADS WAS D)yE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SMALL BE AS INDICATED W THIS DRAWING ACCORDANCE WITH N.D.S. 2018 STORM PANEL'S ADEQUACY FOR IMPACT AND WIND REStSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION IIi09, 1.2 OF CA) MINIMUM ENETRA"ON OF W000 BUSHSMALL MLL BE 5/6- 1/4- 0-20 SCREWS USED SA41 BE 1 1/2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN eT401-01 TEST LAB OF SOUTH FLORIDA REPORTS /OAND r021902-a9, AS SHOULD 5',UCCO EXIST. AND '• MINIMUM FOR WALLS WITH NO STUCCO PEF SSTD 12-99 @ ASTM E J30-02 StANOAROS, AND AMERICAN TESTING V8 SOUTH FLORIDA REPORT 0112301-10 AS PER C3j IN CASH THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISl1NG IA5-2pl AND TAS-203 PROTOCOLS. AND AS PER CALCUUTONS PERFORMED IN ACCORDANCE W/ SERMON I6O4 OF THE WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS rtORIDA BUILDING CODE ANCHORAGE SHALL BE AS MENTIONED IN C i). C2) k C.4) 2 ALL ALUMINUM EXTRUSIONS 10 BE 500-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SWEET 2 (D) ANCHORS SAU BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE SI05-H14 ALLCY Q PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4 ALL STEEL SHEET METµ MA PANELS SHALL HAVE STRUCTURAL OUALTTY STEEL- AST4 A-653 GRADE EN) MIMMUY, G-W GALVANIZED THROUGM 5) EXCEP- THAT HEADERS® A® SHALL NOT BE USED. STEEL UESUGNAION W/FY- 922 AR (AFTER ROLLED). S 9. tT SHALL Br THE RESPONSIBILITY OF THE CONTRACTOR TO VERN-Y THE SOUNDNESS OF THE STRUCTURE WHERE LITTER IS TO BE 5 ALL SCREWS i0 9F STAINLESS STEEL 304 OR 316 N51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER INNATTADINCSCHED TO INSURE PROPER ANCHORAGE MIS SHUTTEF $HALL ONLY BE ATTACHED TO CONICKTE. BIOCR OR WOOD FRAME BLIR. SO016 W/ 50 WI YIELU STRENGTH AND 90 N. TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUR11M. CODE SECTION 2-111.5" 10 EACH REGULAR STORM PANEL WMI LENGTHS OVER 90'. AS PER SECTIONS I, 2, a 5, 6 AND ALTERNATIVES IW, 3W k 4W ON SHEETS A. 5. 6 A 7 RESPECTIVELY. BALL HAVE A LEGIBLE AND READILY VISIBLE MANKIND INSTRUCTING OWNER OR TENANT TO 6 BOLTS TO BE ASTM A-407 CALVAYIZEU STEED_ OR NSI 504 SERIES SAYIL.ESS STEEL WITH 35 A2. MINIMUM YIE1U STRENGTH SECURE PAWLS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7 ANCHORS TO WALL SMALL BE AS FOLLOWS II, THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONRNUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAM' INTRUSION (A) TQE2(t5PAG�P9URFD CONCRETE - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.i W BUILDER, INC (MI, 1 s••3'92 TO..) 12 STORM PANEL INSTALLATION SHLLL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' .. 7/8' CALx-IN ANCHORS, AS MANUFACTURED BY DEWµt INC PROVIDED BY THE JURISOKTIDN WHERE PERMIT IS APPLIED TO. (M'n rfe- uQ SOLID -SET ANCHORS. AS DISTRIBUTED BY µl PONT =_CPFW, BOLT A,SPECALTY CO 13 (a) THIS PRODUCT EVALUATION DOCUMENT (PLED.) FIREPAEC BY THIS ENGINEER I$ GENERIC ANC DOES NO' PROVIDE INMITUATION SING µs.,) FOR A SITE SPECIFIC PROJECT...I WHERE THE SITE CONDITIONS DEVIATE FROM THE P E D CLMA E FEMALE O @ EtAATE PLUS 14-10 PANELMATE F P,W P ANCHORS AS MANUrALURED BY ELCO CONS'RUi;iKUN PRODUCTS. -r - 1/4 "ITZAMAC "LIN ANCHORS, AS MANUFACTURED BY DEWALT, .NC (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELER'AN, PURCHASE AND WSTAAAMN INCLUDING LIFE SAFETY OF THIS PRODUCT A 1) YINWUM EMBEDMENT of tAPCON ANCHORS INTO POURED CONCRETE SHALL RE 1 ]/M', 2' FOR ELCO PANELMATE AND BASED ON THIS P.E.D. PROVIDED HE/SNE DOES NOT OEWTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT SAFETY AT SITE IS TINE CONTRACTOR'S RESPONSIBILITY I II - FOR zAANf• NAUN ANCHORS {.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED 9NAU0 IF MODTFIED A21 CALK -IN A, SOLID -SO ANCHORS SEAL BF EMBEINJEO 7/8' INTO 7HE POURED CONCRETE NO EMBEDMENT LATE STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED $HAIL BE i 1/2" LONG MIN,MUM SHOt1L0 STUL"Ea EXIST, (°i SITE SPECIEHC PROTECTS SHALL BE PREPARED BY A FLORID RET]STERLD ENGINEER OR ARCHITECT WHICH WILL BECOME THE µO 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY RE HEADED SCREWS OR ALL THREADED SCREWS W/o HEAD, ENGINEER OF RECOFIO (E. OR) FOR THE PROJECT ANb WHO WILL RE RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE OF THE. P E D ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P E D ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECUIX DRAWINGS FOR RfVtEW- A.3) IN CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR fLOOR, ANCHORS SHALT, OF LONG ENDI,GI TO REACH THE MAIN STRUCTURE BE.IND SUCH PANELS (r) THIS PE.O. SMALL BEAR THE LATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS YENTIUNED IN AI) AND M A2), ENGNEER Of RECORD THAT PREPARED IT (B) T9-1)(1014G CONCRETE BLOT( Wyl.ASTM--G. _B9. Is STUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY - ,/4' 1 TAPCON ANCHIORi AS MARVFACTORED BY I 1 W BVILOEX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL PLACED FOR EVERY OPENING 1.48O1NG i0 COMPLY wm+ SECTION 11099.3 OF DIRE I 4• r . 7 8• CAN-N ANCHORS, AS MANUFACTURED BY DEWALI. INC. FLORIDAf# - / / RRIBUILDING CODE. - 1/4'0 % 3/4_ SOLO) -SET ANCHORS, AS ORTR1&)iE0 81' ALL POINT SCREW, 8011 @ SPECIALTY CO - 114- IO PANELMATE FEMALE O AND PANELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION PRO Or'11141A, - 1/4' . 7AW. NMUN ANCHORS. AS MANUFACTURED BY DEWALT, INC d aw-0 A• T/(!! L V r✓� B') MINIMUM EMBEDMENT OF TAPCON ANCHORS. F3.00 PANELMATES AND 7AMAC NOUN ANCHOR. INTO THE '. \(I'EJyV7'. 13LDCK uNT SIA11 I 1/,• V FLORIDA BUILDING CODE Non Nigh Velocity Nurrleone Zone) ►1g1344£ °2@0 ` `CO Nc 24 GAGE GALVANIZED STEEL STORM PANEL MI8z) CALK-,N @ SOLID -SET ANCHORS DE EMBEDDED )/B' WILD TIE CONCRETE &INCH LINT. tW Eort..WsY 4- 0- --�` rnJCY:O SHLLL BE PEreITEO. 1/f' r-20 SCREWS USEC S/lµ: BE '/2' LONG MMNUM sHpULD � rxiS.AND1•MINIMUMFOR p'/pI�0 WALLS WITH NO STUCCO. _ �. / ' L ` L;OBAL PROTECTKN PRODUCTS, LLC.03) [STTATE IN CASE THAI PRECAST $TONE. OA aRE;GAST CONCRETE PAN[i5. STUCCO OR W000 BOARDS BF FOUR ' (QR) -"Ly 1LL'! [yW,RRIWO GW�PMY RI1p'S �¢TEXISTING WALL• ANCHORS SHHAIL BE LONG ENOUGH TO REACH THE MAIN $TRUCIUE 9EHINO SUCH A IS / _,4" 20-175 ANCHORAGE SHALL BE AS MENTIONETO IN B.I) AND IN 62) S/ORLI �"^',�'rI•�• �M•p''r MT"a FAT, tn.ier-rNT " "O F/II AAA -E M /S l,lk/9AIE G-IOP67'6 RR NiNN11NH NAEIER A 'lLR It 41 F091laNlIt , HW 16 INSTALLATION INTO POURED DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK r1 STRUCTURES QcISCO POURED CONCRETE - j)G,STaNG POURED CONCRETE OR CONCRETE BE. OR GONCRE7E BLOCK ANCHORS : ARE""' 3 ANCHORS �T REOURM. . (CANCNE'R SHEETS 9 THROUGH SEE SCHEDMWU ON l0) - > -i 2 1 �./ (sEE SI;HIEDULE ONCONCRETE j %. SHEETS 9 THROUGH TO) - t 7� SP• C��EEXISTING POLRRED OR 1 CONCRETE BLOCK O 1p• _II 3 1 �- - .H 1/2• 11/4• 1--. 1/2• 11/4' REQUIRED. - HAAO Bnn R • 6 I/.. of MAX _ _. ' MAX. - CONCRETE ANCHORS -- H ' 1 I (SEE SCHEDULE ON. 1�' I 1 [C 1 ED11 I SHEETS 9 THROUGH TO ) I i jj.'' / 1 I j ,,( r -J I '- >;• �l v _'. / IT I I -_. _ _ I WTI rA I 1_ 1/4'A-7n1- I _0 E. I I R. _ __ ..1. _-_ �.. I/4'•-2o:t• I-- -� 3W i.HD. 11 1 1 1 1 I I _ - 10 C� I Bat RR PAT& O.Br r•'f) I •IYI s o ASS. 7 I OIi wK rwfi IDOIN aa> r� $ EKISTIN-�G (SEE SCHEDULE ; tBA]N t• M°F. 'N' (SET SCHEDULE 1 / CLAW ON SHEET 3) I I PANEL LENGTH N ON SHEET 3) I I ,. 1 I I I (SEE SCHEDULE N I 'L• Lt.a. IMM. SEPNWATION I 1 i' u.a. 1 CONCRETE ANCHORS I_ f I ON SHEET 3) _J 1 tl I 1 I (SEE 1 TO GLA55 SCHEDULE -1 (SEE I PANEL LENGTH T 1 (SEE SCHEDULE (SEE SCHEDULE ON I THROUGH I �.. ) ,A 1 I 5S�CT,EDLAE ON SHEET 3) 11 °N - A�,3) Y 1 A ON SHEET 3) SHEETS 9 TO; 1 \1 5oR I I I- 1 l r.y „ ' -' I OF i' �/7�� GGASS N 1 �% E7NmNG 1 GRASS 1 Js 1i� ::RED 11)�� I MAM. I I •4'r20F I SOX I Or 1' j I I - C) t 90.E .'E I C.D I 1 1 I , E:D. I D I M I ZY E ' L 4 '�• 7 I ExlmNc ra RED_ o is 1/2 o.c CONCRETE ORI'll I AS APPLICABLE) I I - HHOH RATHER ,ZAP Sa. 4�i �/arAl CONCRETE BLOCK N ' REWWRED, I 1 GDNgtOE ANCHORS - I (SEE SCHEDULE ON ( _ - J f -EQ-EO- 1' - I.MITI - e 12 I/r ac. SHEETS 9 THHROUGH 10) 'F • aL .T -ALTERNATE 3 ,� LEG LOCATION i 4E/ oNLT wliil 50LJ0 SE7 k Cµl(-N/ ANCNORs ..,• - "{:. it ) ARE USED A W/ wHEN PANELAAATES EXISTING POURED CONCRETE OR CONCKFR BLOCK ALTERNATE CONCRETE E]If PROBED CONCRETE ANCHORS - CONCRETE ANCHORS ARE USED. REDU�• Op C9rMRElE BLOCK CO, REQUIRED. STAGGERED W/ STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH IQ) SHEETS 9 THROUGH 10) BUILD-EUT SECTION I SCALE 3/8-1' w a m SCALE 3/e-1' SCALE 3/6-1- LQ F.IIH*,% ,NAA� Er I. l9* CPENFS FLORIDA BUILDING CODE (Non High Velocity NYRIGOM Zone) E0. r EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10) NOEL FOR COMBINATION OF SECTIONS: TOP &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO Surt ANY _? 0. 44167 1 : * : _ % 9-• STATE Or / +E I-- _ _ ...... It __ '�1 �•'�: F(ORID�.. •� 1fN9d2e.0 • e2ow n,ELYI INC 24 GAGE GALVANIZED STEEL STORM PANEL IL E C O 1Ne GLOBAL PROTECTION PRODUCTS, LLC• Lew Sr 61 S11AF1 ' .. a.- r a rW.aA R n1w orc R T': r'' OMw4 F 01 a 20-175 INSTALLATION. 'y, U 0 •• Cj / ryII' NIINN IIRE/MR --- DRAY FIR* Han m-tM, wa«c: FAA' fa47rw-rw. FAA' (6a15eP-°m rI_ MR,"M l WA1p A°w°R'.°I., F.E er .- .- 4r K MINi -e-6 a) C_ (n -ffi a) -4-0 U L_ a) Q 0-O _0 O C .a Cu U -0 N 0- � (D -0 O U C)- -0 '- .ja O L L _O m O -.I.- `v y- O• CV ``- VJ O 0_ ,Q ._ �� -/u C ) 0- < u p! w1b FFA FFA It Ir N N N c O •ate -C 4; L1 V W a_ CM O c m"' Q = = >c cu-ri N m O H- V) -= C .=CM, 2 rNJ 3 = IL'7 Y tL - Q. v I= c 6) (24 e EJ 3 3 m Eo 5. V 4) m C cm C= - Z. V2 Q-.= c E O 0,4fl cU O INSTALLATION DETAILS FOR REGULAR PANEL INSIALLATION DETAILS FOR REGULAR PANEL(1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES ___ INSTALLATION DETAILS FOR REGULAR PANEL tip INTO WOOD I Yin � I ALTERNATE CONCRETE WOOD ANCHORS 1 SEPAILASSN ' \Jl . ANCHORS LOCATION - .. (SEE SCHEDULE ON ^, 1/i•-IM„i r TO GIi _ _ _ ALTERNATE LEG 1 ; (SHE SCHEDULE EI Nil TRAL 1• CONCRETE ANCHORS (SEE SCHEDULE ON bISnNG POURED CONCRETE : - W , 0 t/4• cc E ON SHEET 3 L L' _ °O1 BEAN REARED. STRUCTUTOAC- - - - (sfE SCHEOIAE ON Ex15nNG POURED CONCRETE.- SWEETS D TRIourN 10) SHEET T1) as HEAP can 1 ) I u�� r� A•Ie' (Min.) EXISTING w130p LOCATION OR CONCRETE BLOCK OR CONCRETE BLOCK _ I .-. _ - -.- _. _ _ . • - r _ I SHEETS 9 THROUGH 10)EAARED. J NG ..EDUIED. TERNATE LEG CONCRETE ANCHORS , - ! : I 7 EX15nNEyl ®R ) - i PANEL LENGTH REGISTERED ENGINEER DR /,L n1�,% J 77 j�^ ADEOWCY OF EX6TNG W000 Y�Jh -I1I 7' Mm. BEAM TD RE CERTf1ED OY(SEEEEDSCHEDULE ON --_ - 1 I- _. _ . I ON SHEETHI FOR SAL ��!� TO sHUREREDDIED _ _ -- ., _. `E Cn a ECEx1mNG POURED .....E D /)"I" LOCATION(SCE SC/HEOIAE ON 4f00D HEADER U � '1 _ GU55 -�+__.- ra SHEETS 9 TNRRIGN 105. 1/4' SH1EEf 11) i 01 1 _.__ _ .._.. _._ ; SPACEP WOOD ANCHORS µT£RHA7F WOW ANCHORS .1'Yin.-1 11su0O laEW SIRCONCRETE REOURED 1�`�; .'./ '% �r (1 [T)- r•:i w1 tRMnl.w ) , MAX. I I SOR (SEE SCHEDULE ON (SEE SMEALE ON _���- V -fI su O Ta «90" a �i / � F ) �I -- �•-2a/.r u «a r/ Rn-- y1 - Na m- } '7 1/2- 1 4- :' T/z- I of SPACEF OF t• SHEET It SHEET tl) - -'.(D I �/ MAX - • , oC_____. .. I _11 �' Iwx LENGnR. ' , , LrSIC+ 1 1/2' a 1 r'1 Nf' "' v'-ear ss / .Art I `._ _ - _ CONCE'IE ANCHORS _ T ' • 12 ,p• o.c _ -- I , Eq 2 1 E01 ,/4'1 F I (SEE SCHEDULE ON t/r � , 1 1 REQUIRED_ - /2_11SWEETS 9 THROUGH 10) - 'AN- Iuo Ann I Eb i%-i )1y�II iC/EOI ` C ____ i EXISTING I 01, MAX.MA%T REQUIRED 1 II T _ I_ Ile -zo.1- can I W/ 1 V I E.D. 1 - 6 t/i cc . r 'L• I I `- I .t _ _1 _ _ I CLASS L 1 W1700 ANCHORS _ _ I r e r 1 M• o c ..ram UM SPACERSII A I )„E.b 1 •, •. 'SEPARATION i 1 (SON EE CSC E LJ�_ i 1) �• -rlh j Y 1. ®0.%(SEE TABLE i1 NON SLIMIT 11.) 12 1/2' 1S 1 1 ( ,SEE SC'EOULE ON11 y2y, A 1 C /TI .. (Y +yy I Wn -I 1 SEE NOTE •• BELOW FOR u4rtATgNs FOR Wn, / 1 i 1 1 1 .1r-2a,' %/r 1 sEPA LA S, MAX I ( t' MAX. t / Y LONG 3LELVES. REPARATION TO ® 1 - ( Y > l L - a a o/EIEIA" J i �• ( TO ASS. 1 @ SRACIDITI {� TO GLASS. I PANEL LENGTH 1 I 1 PANEL LFNGTN T CUSs.(SLF I i If `�/ I 1 ON SHEE75 1 (SEE SCHEMAf 1 1 SEC SCHEDULE -.Y SCHEDULE 1 VM•4- 1 ' 1 IT ; t I 01N rOA I.YNa .� ION i0 GA55 1 I (SEE SCHEDULE +/4Y-2ai 9 1 10 F (SEE SCHUDUi I I 1 ( 1 71NI* Y 1 tHOIN OUP r-P) 1 u 90.151 W I ON SWEET 3) 1 -R A � SPACER i 1 ON SHEET 3) 1 oN SUER 3) l i (n (SEE SCHEDULE ON fAO . 1 N 5: San r SHEET 3) ON SHEET J) _ PANEL MATE FEMALE ID OR PANEL MATE 1 ON SHEET J) 1 6.! am r 1 Min. SEPARATION TO GLASS. O Y I 1 ' i• UCN .1 '/4•�2sI• 1 I I PLUS (SEE SCHEDULE oN SHEET t l air - _ - 111 PANEL IENGTN 1 . (JYRIaI AFIf1 'L' Ym. N - l aal'"�r-Nn 1 v 1 u1Tw °LA r 1 RIP i I j I ) tDaIH wP r�i •L• _ ' A FA .:� � PANEL LENCnH Y l I (SEE SCHEDULE ( I ID+cm N,4a r.si PANEL LENGTH 1 1 1 I (LTG rw Trla SEPARAiON I ) ; t - i Cs r6R 1YI4L r ISFE SCIEIxAE ON SHEET i ILeE Id R.A3 1• MAX s� ten. i ON SKEET J) I '•--A 1' e SEPMA7ON 1 CASr•IG-� O^ 1 (ON $NEETE EiB 1 i -. - I 'l I LaoN oal r-p) L EGGS G _� TO GLASS. I HI - PIATE tUDTRED 1 I i (PANfl LENGM11f, I LBa1N 0,p sty (ON SISCWEMIIF LF, ]i ' --1 i G LTS S , • _ sEE sGMEDUIE EMIm .�••9 Ert 3) ^ C_ -Iii ( i cl us 1 _ _ -., 4Y L -_ • -' ' _7 Glwss 1 v I I ( OO N S; SEE £ 1 ! 11) DIRECT MOUNT W/ SPACER �M I Y'.,_ T ,_ , i oN sHEEr ]) � 1 � � Q 1 oN BEET J> I '� ' OF •L- 1 i ��} I V - -I, i Sk i ALTERNATIVE 2W' 1 I_(J • - -- - - - -- 11' - - 1 1 MAx ,. I ARAM 1 L/ 1 I ' 1 r 1 - �.5 sG4F J/9-t• E I �E -I-- I-. OF i 1 1 ! I 1 I ti 1 SEE TABLE I ON SHEET 11 FOR MAX PANEL LENGTHS AT L I dF 1' N 1 O MAT. 1 O t ® E 0 1 II 1 SPACER 1 F. I SwL 1 I O 12 I/2' O.0 1 I L 1 I O 72 1/2. OC. - t 1 ED LENGTH I M L I I OF 1' ,R I MAX. A D DESIGN LOMS FOR 11«S INSTALtATON. - MAX I I ) , '/r I MAx (-� r- 1 E4 MAX. EO II - 1 � I 4 .. ,, r--� - , ra) ' I,.•.-zLr I --- 1 1 I H v9 ;'G `1 �t i 1 0 12 / o.c. EO I -t 1 2 1 , ,. {5••I,D, Maw Gas C' --_-- ! �� - J4' +O 12 1/2• C.0 1 I IT CONCRETE ANCNO7Rs r • t 1 .• C CONCRETE ANCHORS - �_ -. 1 iii ____ - ______._ - ALLOWE a�.I�' °C EXISTING POUTED „�.;,;,_ t (SEE SCHEDULE ON ; `7 PETS 9 DUTMROLX'M to „ : /� 1 EE _ Ea H i CONCRETE .. '' '. EDGE Of WALL OR SUB SHEETS 9 THROUGH 10) ) , a • 2 I/W LONG MAX ALUMINUM f ''� ! STAGGERED W STUD - --- - -- - --'- NO FIRM I EI Il• ~ wn ban ' 7k 71T tCg: L 1 1, W e s t ,• SPAALLCERS eDESIGN 6 t M' 0 C. VAUD FOR EO I 5T / STAGES 1A WILY 9E I '/r LONG, P. O REQUIRED (AIT. CONDITION) .% : I i 1 (S SCHEDULE ON 31•' EXISTING POURED CONCRETE EXISTING POURED COAORF-TE LLNG7N5 DIRER SAFER J. PANELAND �^`, �T ) (1) M9TUUPON 6 LNRED to A ONE STOW &ALUM WITH IS-9' - DECK REQUIRED 2•`4- ROOD PIATE. - OR CONCRETE BLOCK OR CONCRETE BLOCK 2•.4• WOOD 4 I *DOME: i 11 MAX Lem Now .mn Intl e A FAMnOMM FROM ANY _. REOUTRED - Y1!000 IY1ClIDRS L■i■ llii REWIRED PLATE REAIREO ROOD ANCHORS 1BUILDING (SWSC/EDULE O4 ]/4• - (SHEET it C014CRETC M1CIlO6 a REQUIRED 1• MAX, LONG ALUMNNUM sPACEl4 • . _ .. _ sTM.GERHE w STUD .. (2) A,IOROR1 90rq 1RM11 ROOIIFO.DIT IM O'IFE1 MARi siuc%lw ON SHEET tiFYAL IO OW STREET t 1) LE OrR '� 214' WOOD 1 .. ___,_ SEE iCIL;DU} (SEE SCHEDULE ON _ _. - ED _ _ ... T2 1/2' D.G. (SIDE TABLE PT DN - 1• IrR SFPAMt1OM ro Ot.A96 INdGTEO --- SNEETS 9 THROUGH ILO) SHEETS 9 @ 10.) / oK SWEET ] wY E RFDIIC® To ,/4' WI - - .. PLATE REAMED • �, (SEE SC DOLE ON 1D1IO AS TIE ialiaMlO faNaltOes AE PAIL MATE PUBS) SHA L BE 9N1CfO MAXIMUM AT / ,/F O.L _ .. _ _ I-- SHEET 11) IcoMµiD WIT, I TWIS 19 A R61RCIgN FROM IY 1/2' OC. SPIC919 ALLOWED aN I�1 1 (1) MAXIMUM ASO OLfoN PRESSURE i m °) - 2' Mm,�/� CEILING AND E QR MOUNTING BUILDi?MNTING WALL MOUNTING /DI W/SPACERsno ORT i RU90 M .90. -96 PaE '�,, (3) Wa bl p0E PANEL IDNM 6 LIMITED TO M• A ANf UDINED Cn SCALE S/B-1• SCALE J/B-,' SCALE 3/B-I. �. Dies e A R6110CION FROM tNAR9ER PAIL LE1NGTIe AJOWm W CEILING AND FLOOR MOUNTING (I TMX WJW store PAWIX UD161N a 904VAL SHEET III. WALL MDU�LTj�Y U) 5ior PANEL 6erAUATo a onr ' (4) 11/2' LIDO wpm eoAWOTEIR EsA $WILL RE AS eeRAiEn ON ALTERNATIVE 3W BUILD -DIM MOUNTING Wro AN DNTIW WOOD FRAIL W L SCALE 3/8-1• SHOT L RmAunw of I t//22• um WAM M KEY aAY I ALTERNATIVE 4W ALTERNATIVE 1 W WLe FOR WIND ZOM I.2 Ab 3 Ae OEFOelm BY AS'u SCALE 3/8- I' nWNIIIII SCALE 3/e-1L. SCALE 3/5-1- i A) W6TALATON WRJ9 ONLY FOR too [�� .0 THE two (rr, EDITION) a' )ALE FLORIN i tER A,.T%'"+'Y HIHIIININI ZONE 1, 2 k 3 10 A [ _`- ,A IAA tM6-OE. 1 nN11MMFIAI CODE f I. .. j ,a*SiP A: T�((/T 9, --- gELt A T/(('_ -- ----- ---_-.- •T VCEN W ErQa.•vGEN ••. ✓ems lNOTES, z 4 4 ' Stc •'•, • i FLORIDA BUILDING CODE Non High Veloc Hurricone Zone ' .. • JCENS T NOTE FOR COMBINATION OF SECTIONS: = • • NO. 44167 = G F''•. FLORIDA BUILDING CODE Non Ni h Wdoci Hurricane Zone a*; FLORIDA BUILDING CODE Non Ni h Velocity HurNcone Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O Te . 0. 4416E z a1m0 Ta1L0p• "Ie Fl. NOTE FOR COMBMLA7ION OF SECTIONG 1 INSTALLATION ARE ONLY VALID FOR MAX, a s.D. I : • N0. 441 £ O1°O0 ALSO• Nc FJ. TOP & BOTTOM MOUNTINGS CAN BE i * .low mwm re r.F. Q 24 GAGE GALVANIZED STEEL STORY PANEL orRR B, DESIGN PRESSURE RATING (P.s.t) ANO PANEL LENGTHS 67 c 24 GAGE GALVANIZED STEEL STORM PANEL DW6 BY, DESIGN PRESSURE RATING (P.W.r) AND PANEL LENGTHS q STATE OF € 24 GAGE GALVANIZED STEEL STORY PANEL - I * A, 111, ` _ 1► III : * _ COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 9p'. ' 11 IT - NOTE FOR COMBItL:T10N OF <_ECTLN4. - ---. - or/n/m2o TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEQLES ON SHEET 3 (EXCEPT FORWAI/Io79 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD% (Qq7 __ __ e7M,19r6 z E.D. - EDGE DISTANCE = 4'• STATE Or__ •'-�._._.-- T �• �" Q INC. GLOBAL PROTECTION PRODUCTS' LLC. 9.1E: COMBINED IN ANY WAY TO SCAR ANY ALTERNATE zw') = 9:, STATE pT= _ IL E C O INa. GLOBAL PROTECTION PRODUCTS. LL.C. oME.. MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECIFIC �' F - - - - i�E C O INt- GLOBAL PROTECTION PRODUCTS. LLC. o•TE (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE �s90'• F( P i / .Yw sr 51 Tram INSTALLATION. O F }=,• J Maw 9.8. 51 STN1EE ~' / Na LT MEoo SW. 51 slow •c ORID �1 nluT • oAWL n. u]l, 'i, •IL '• (ORID / iW14 TT6TVq • doWM[tMNe wMPAl1r DENSITY OF 0.55 OR EQUAL. N ORAL E •3-L�My.. I TMut 7� N9 @ Arr SHEETS 9 & 10 COMBINED IN ANY WAY TO SUIT ANY ss •24? n. A. r 2RA ,.aTr wrra n mr TO-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y fi'Ln` a- a r s MAr, alTaoIL n nVr 6WL it M. 20-175 N'III/NIII„11•• -'✓ A Tarr r mA R n1r OANE, it mT. Z N� - ... •. �`� / n:`. D.nw-1w ,.: LaN m-1AH T4HOHc (9Y,)w-)w. rAk tWH)er-6n) W:- TART - P� Wn-'4n P"ora: <95M7ar-n49. rRc <ro.Me9-r»7 / w:. ojR jr' ':.IiI Wn-'SIN nnc 1s9.)w-nMe. Hn M.)er-m) 20-175 INSTALLATION. / F ', .,..M.� MEMBERS TO BE SOUTHERN PINE No 2. W SPECIFIC S6i Tr/ N ° Q M 0uram uwwo-n cA-cwana W.... rR W. aMRN9 xe: DENSITY OF 0.55 OR EQUAL. / rruuuLl& T+AE/w,c a-wwYla rw«. - .. s,. IX«wc 'M• PL 9TA1/9oNANR/o.R u-HwwT11 R,R K. al.Wn w R4,11 A LIMIT Y., F.E r SIRE ° W ii Wq:nR A "An .b.. Pt ILO WQi 6 O {Y RALTEK A TILLIE Y.. PA NA YI-14 .,W tMQ1 7 p n J Mc Nl ] TO, ^ I - SHEET NO. SH 1.3 I - I 1111 1 1 u "P' 111tril IMF ' III II 1 -_ I - - -- 1 11 ql� END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BOCK WOOD STRUCTURES: VALID FOR REGULAR, LIFE OR SAFETY do E-aZ HANG STORM PANEL 1) SYSTEMS 7( 1 �, 4- 1. .t3' OR aawcRDtNE7i°BLOCK •©� •® OR • yAry[S I L e, 4' WOOD FRONTx' a r F .W]• ]tm H-14 OR M 6ALLOT AI. O & ® S Mm.•/ REQUIRED IHOLE '. - ' 1� 2 1/2' 'tI IA•CON a 12. O.C. MM, ,. "s 6LOI2H a.�7 iA' EWWO rRIMF - 1 t/a4 a t J/t• TAPca+ } RCOAAED COICK7[ L I AND1pi • tY' a. C: 21/2_ I - �!"1 � DR® `^, HAF AVWL 2"W AE WDoO iMi RFDUFIW (1) ' it r a. ANCHOR r Y_+ A 1 x• . 2' a D5s• m N 7ERM,E lED LDGtXN, � • 12' 0.0 ARMS r coNr x' . ..o5s• I r KW. ANGLE OR 90< L QB MNa 1 .090• 3105-NISI SHEET PORED CONCRETE. CONCRETE � �-� � I *R.? tITK KW BENT FUN[ r z .• z .,zs- ' ►_ No1JR HW a•..• WtloO rR,ME 1' LIE OUREO 3W3-IS OR l' I �� ' 1.' 2 AIIN/T { � - 2- - N cm.KLOY COIL. AlU1L ARGIL Maa. f/.a GAP 1/4' • BOLT 4• • 4' , .01 e 12' O.C. 3105-N1. OR 4101 ..a, W/A,C.NUT Cant Nun AMO E CASE A (PLAN) CASE 8 (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4^.1• SCALE 1/4'-1' SCALE 1/4'. 1' SCALE 1/4'.1' - ( sOHD-su OR CKx-N E anuou n P OR COtNCKtE1 TQP. BOTTOM OR ANEUa.R w�us <YE I.5X TROTTED CONCRETE. _ I I OR I i tw00 SUES OF OPENING SCH¢DUU ON SHk(Fs 9. _ (DUNG PANEL - COMCRETC ROCf OR VMIES� O ® FRiWE REQUIRED AS Mkr.O&l 1a 6 1t) OVERLAP BEYOND .: 1'aa' qOW FACER OPENING WIDTH) - PaA•D HDMLRnE. DGNCRFIE AE'oUM[0 i : •. ..,;,.t •. , - .,. I. i ! KI mole r.i WWD rWNE I s 1/ L --© ©�® ' VARIES.:; \ 1 I \ ` j)iai CHOSED A }REAR FUR F')NNT . ro 5' 11 1 I -•— ,WU (NEVER CUt END PALL) x . WO DISTANCE CASE G (PLAN) SCALE 1/4'. 1' 1`A ••: ••!((/f \MINiwIx VALID FOR DIRECT MOUNT INSTALLATION ONLY A �� �_— a •' ac �; ' ENS' '' • `�L• :✓•9- ' vii`F CERTIFIED PANEL INSTALLATION AT WALLS W/ - N0. 44161 '• i SURFACE LEVEL VARIATIONS WITHIN 3/4• a * 1t : tr a FLORIDA BUILDING CODE Non High Velocity HuFrlcone ton: CASE E (PLAN) CASE F (PLAN) s '. - e - m°10 •� 24 GAGE GALVANIZED STEEL STORM PANEL rA. SCALE 1/iii SCALE 1/4.1 4, �.1` FIORlot' IL E C O INC. OLOM PROTECTION PRODUCTS, TLC. � am ntit, W. - / 4em s.W. BI suw /i11T 1'N° • CONPANr 11" ZI- OWt. R =I' J w:. Or~r-Ma �a0i :Wa"� F+ORE EN4)aE- i FAA: (M)•BR-Wm 20-175 u-mmitR 'RF a`. °AMwIe Hr' P.[ 5[AJSIRIAn1'E/OATC Nola A IAUI ,F_ PE rO1 • p S NI 7 MAXIMUM A.S.D. DEMN PRESSURE RATIN • (RAsf.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORu PANEL 1) INSTAII!TIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 1OINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. AS D. DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 5 A, 7 APPLICABLE TG j1EN�M COMB AN OF My µI ECM LENGTH 1' (N.) TAPCON LAG SCREW PANEUMATE FEMALE 0 PANEUMTE PLUS M000 13' 13' 13' 11. IS,(Yap) 13' 13' I]" tr t3' lW (BOTTOM) 6 1/2- 6 1/2' 6 ,/2' 8 1/2' 6 1/2' — -- — 2w (TOP) - DR Less a e t] - e• e 13- 6 Ile a a' 13 12 1/2' e' 6 1/1' _ —_ _ 13 __ (BOTt') 0°P) 5�C LEss e (eDTEDMY Crop) 1 7 _ 0. Ir t3� tr 1J' a t/Y W (EDP) 13• lr 13. 1J- e' Iw (BULGY) a 1/2- - - 6 I/r 6 1/r 11/2' 6 1/2' 2W (TOP) >5'-0• 10 - - 6 1/4• 12 1/2• 6 t/A- -YIN 2w (WIT 1) 4 1/2' 4' _.. 5 1/2' - 5 1/2- - (w) /To 4 1/2• - A 1/2' —_ r 7- - 31, (BOTTOM) 12' _ t2' 1' —a W (TOP) 13' 13 - _N �J' 13' 1/2' W (BOTTOM) SEE TABLE j1 FOR MAX. )LS.D. DESIGN LOADS A MAX. PANEL LENGTHS WHEN SPACER (il�iSEE TABLE Fat DESIGN LOADS PANEL WHEN SPACER IS • USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DESIGN PRESSURE RATING (PA-0 MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 8 A 7 APP LCABLE TER N 6 6:ANr OF THU MAXIMUM PANEL LENGTH TAPCON LAC SCREW PANELAATE FEMALE S PANELMATE PLUS WOOD BUSH914t) 13' 13' 13, 13' 13• 40 (TOP) 13' 13• 13- 13' It. IW (BOTTOM) 6 t/2• B 1/2" 6 1/2, 6 1/2' 6 1/2' 211 pD% -45 TO •75, -73 --- r _7 - z 13" - 71/r a 13' 6 1/1 e 6 13 t1 12 1/2- 6 e 13 ,]- 5 1/1' _._ 2W (91 (10d 3W (9D13' 5' 0 OR LESS 13- (1N5. I3' (BO 11 ,]• 13• IS• t0_- — W (FOP) 1]' 13- 13- 6 VIV 10 (BOTTOM) —.13- 6 1/2 6 1/2- 6 1/2' 6 t/2• 6 1/2' 2W (TOP) - - 5 1/4' 12 1/2• 6 1/4' 2W (9=.•) >SOO' - _._. 112' ._ _ s' i 1jz- i ,/z. - -- -- - (Top) r_y. 5" 5 t/2-- 6• _- a•-- _ 3W (DURUM) 13• 12' 13' I3• 5 1/7' N (TOP) 13- tl' -- t3• - -- 73, 1D• 4111 (BOTTOM) • SEE TABLE %1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ®• SEE TABLE FOR AS.D. DISIGtI LOADS AWL. PANEL LET4GrHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET fi JOLLA A A.S.O. DESIGN LOAD MA)DMUM PANEL LENGTH 40 PSF OR LESS W-B' > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5•-10, A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ffMALE ID OR PANEL MATE PLUS ANCHORS ,t W/ 0 sPr(glilil I(Mi 1/2. O.C. FLORIDA BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTAL LADONS INTO CONCRETE & CONCRETE BLD'K STRUCTURES (VALID ONLY FOR PANEL QINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 ,Y 5) MAX. AS.D. DESIGN PTo RESSURE RATING (D.ar.) MAXIMUM ANCHORS SPACING FOR MN E.O. PER SCHEDULE BELOW (t MAXIMUM PIEHGiM (n-) MAX. A.s.D. PRESSUMAT"RE (P.•.r.) MAXIMUM ANCHORS SPACING FOR NN E0. PER SCHEDULE BELOW APPtM/ `E socnow A MAXIMUM PANEL IEMGiH (n.) TAPCON SOLID -SET FDPANME-Ai ALE 0• PAA� i ZAWC-MAIN( CALK -IN TAPCON SIDUCI SET FEiIALE PA ti PLUS Z/AMC-NNLIN CAUL-04 w m m ro ro w,Nna+L �0 Or iHEI+ ro W w ro aao� ro iqN ♦45. -N �55 1J' ,3' 13' i 17• 1]' 13• IJ' 13• IJ' i3• t3` t3' 1 (wP) 171t LEIS .45, -+5 TO +61 -06 1" 7 1 ] 17• f3' I• 3 ,3' /• J 17' 1 r 1J' 1] 1 1 / 2 1 OP (TOP) OR LESS 13' t3. 13• 13• Ir 13' 13' 13' 13- 15' 13• 1 13' 1 (DOT 13' 13• Ir 13• 13• 1]' tJ' 13' U• ,r 13' 11 f/1 1 (BOTTOM) lr ,r 13- U' it 13- ,3' 17' 13' er ,3• Ir 2 (TOP) 13' it 13' 13• 13' 13- 73' t3- 1J• 13- I3" Tt 1/2 2 (TOP) t]' 1]' t3' I 3 tr IJ' t - 3 , - S , ' 3 , ! -, ] , 7 2 90i1DM (BOTTOM) 13• 1 ! ,]• 1 J 1 J i 3 1 r i ] I ! 17' 1 2 tJ' 1' J 1' ' 1 J 1' 3 Ir 1 , 1 ,' 3 t' 3 '3' t- J ] (lap) , 3 iJ' t ' J 1 ' ! 13 i ' 3 IS 13' Ir 1 1 T / 3 OP (TOP) - - _3 17 1/I'tT 7/2' 6 1/1' 6 1/4' _ _J' 12 1/2" 12 1/I - - b ,/•' a t/i ] (BOTTOM) - - ,2 1/2' I7 I/T 6 t/i 6 1/4' 11 t/2' 12 1/1 - - 6 1/{' 6 1/4' ] (BORON) e' 8' B- B' a- it a' e' B' 6 �8• 7 1/2• { (TOP) e' S 1/2' a- w a• 6 1/2` a' 7 1/r a B' 6" 5 • (TOP) 17' -__ _ tr 17• _ 13' 6 1/4' 13• _ Ir tl• 6 1/4' 13' • ._13' 13 -_- 6' __ (BORON) a' 1]' __ 1•. J _- 13' -. 1- J a 13' 13' 13- 1•- ] 6 tr 13'_ _ It 1r a'- 4 (B0 1!' t3' 13' t 3 ,r ___ _ 13' _ 13 13' 6 I/1' _ _ 11 1/2' 11 1 _ / 2 11 1/2 6 t/A' 6 (TOP) -_ M S (BOTTOM) 6 (TOP) 6 (BUTT.••) 13•_ t3_ 73" i]' 6 t/A• 1 13'-_ 1 11' _IS' I 13' r -- t3• iJ' 13 �._.- 'J' tS 13' t3_ /]" 6 ,/a' IJ• � t} 5 (TOP) - S (BOTNM) 8 (10P) a 80R.») - 1' 3 t' ] 1 5 _— 1' 7 1• ! tl' __ 13 6 1/{' 13' ,J• 6 1/4' tJ' 1J' 17' 6 1/a' t]' 6 1/4' t_3• 6 1/i 17' 6 t/4• /3 ,_ 13' -___ 1]• -_ tr 5' 13' 10 1/2 Ir 13, 7• 7 1/2 5 1/2 13- a t/2• 1 (TOP) >S,-6, ip 13' 6• ,r 17 13' a 1/7 t]• 6 1/1' 9 1/2' 5 1/2• 13' 5 1/2' 1 (TOP) TO 13' 7' IJ• 1!' 13' _Y 9 t/2 lr 9 1/2 t0 in 7 1/1 t]' 8• 1 (BOTTOM) 17' 7 i/1' 17' 13" 13' 10' 73' 1D' 11• 1 0' 1 13' 6 1/2^ 7 (BOTTOM) t3•__ S" t3' 10 t/2' t!' Y t]' 7' 7 1/2 5 1/2 13' a 1/2' 12 (lOP) ,]' r tr 13' iJ• a t/2'r 2" 9 ,/-2--i-6 1/2' 13' 5 1/2' 2 (TOP) 3' r 13' 13' 1S' 9 1/2 13- i 9 1/2 10 1/2) 7 712 +3' 8 1/2' 2 (BOROMI 13• 7 In 13" _ 13' _ 13' t0' 11' 6' 1]• 6 1/2• 2 (BOTTOMU'7- _t 13' 1]' tT 9 in ,]' i9 1/2 10 t/2 7 ,/7 '3' a 1/2' J (TOP) tJ' 7 1/2' ,!• ,]• ID' • I1• a' 13' 6 ,/2' J(TOP)12 3' 1/2 a' IT t/ 5 1/2•T3 a ,/,'16 1/4. 1/T'• 12 1 ] 6 :/a' - 4 1/2' 1 _ 3' 5 1/1• 6 1/2- 6 1/•' r (BOTTOM) 4 (TOP) - - 12_/2.12 1/I .,J' 6 1/4- 6 1/i 2• - - b t/i 6 1/4' 3 (BOTTOM) r ,/Y 3' 6- 6' r 4• 4 1/2• ] t/2' 6 ,/1' J' • 00P)_6-e - YT-5 1/2' - 7 t/T' _• { (BOTTOM) a' - D' = a' - 5 1/2" - 7 1/2' - 4 (BOTTOM) 7• 1J• 13• 1a- 9 t/2' 1!-9 1/2. 10 1/2 7 1/2' 13• a• 5 (TOP) ,3• irij6 I!' a 1/r 1/Y 0" t3• it3• i3• 13, t!' ,r t3 lr 10• 10• a I/2'2' •Ir 11' 9 1 2' / S• a' a ,/2' 13' 1]- 1J' 6 ,/2' a 1/Y 6 1/2' 5 (TOP(1r S (BORON)— 6 OOP)13.' 7•I3' 13' 17' B 1/2- 1]• 19 ,,,, 10 t/2T7 I/r 13' 6 1/2' 5 (BOTOM) tD , 2 / 13• T iS' r 7 1 2' / S t 2' / _1 7r , /2 B OP CT ) 6 1/4- 6 1/4- 6 1/a' 6 1/4' 6 1/1' 6,/�' 6 (BUTT ") _ 6 I/4' 6,/A' 9,/{' 6 1/4" 6 1/4' 6 1/4• 6 (BOIL.'•) SEE VOW It FOR ANCHORS TYPE 4 SPACNG FOR 0157KLA1014 INTO OM rWW WALOMM • WIWW ANCHOR SPACINGS 4W WAWM EDa DISTANCE ARE NOGAIED ON THIS SCHEDULE MR ED LESS THAN worm ON SCHEDULE RED= ANCHOR SPACING W WATPLY•G SPACING SHOW M SCHEDULE N M FOLLOWING FkTORSL MR INNS OPEW,DbI TO K POSML REDUCED SPACIND OBTAINED USING FACTOR St4/l1 MOT K LM THAN MRANIM SPACIa F4iPi FOR EACH ANCHOR TYPE ON IRS SCHROUE ANCHOR TVM 1/4'e 1/44 t/4i -PImm6 1/4'R I/{1 t/4'A ,APmN R,LD-Ri a R MUIR YAWC-MASH WL-N UIHMIUM ANCHOR !SPACING 00 3 3 3 3 2 ,n' 2 1n WIeMW6m (Fy 1 a In- 3' l 3 ,/r a OetAMCE a".) e!>a 3 3 +/2' a tn• 3 Acrt61L ma 0. FACTOR __... _.__ __ _ a rn• PIS+ om - - aso m__ _ _ _ a ITT• _ ,.m tm - ,DF tro '• SPACINGS ONLY VAUD WHEN SPACER ®IS USED. SEE r5X /1 FOR MAX. A.S.D. DESIGN LOADS A MAX. PANEL LENGTHS WHEN SPACER /j1 IS USED. 3- L6UI -I- MIN. (jDTQ 0 0 O O O O 0 - --i---------- JOLLA A A.S.D. DESIGN LOW MA10YU11 PANEL LENGTH 40 PSF OR LESS V-S" > 40 PSF TO 50 PSF V-2• > SO PSF TO 50 PSF 5'-10- A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2. O.C. FLORIDA BUILDING CODE (Non Hloh Velocity Hurricane ANCHORS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13. 14. 15 RIB) �R-tA/13, R-2A/13, R-SA/14, �R-10/13. R-26/13, R-36/14. ! MAX. R-1AW/15. R-2AW/15. R-3AW/16. R-LBW/15. R-21111i R-361V/16. '. pw --- T._ _— -) L/2 1/4"I1 S5. BOLTS WO 1 l' Z (USE FOR PANEL LENOIR�WAX. OOVER 7'-67 \/ PANEL LENGTH R P `OR P a-a440.0 - I ECVWi STORK ANEL REGILAF STORM ANEL • s0.0 TH I 1 (N/ OVERN ND PANEL IOWTN BOLT) UFE SAF RM PANEL ' 7•-6• • ♦50A -54.0 P.Ri (I'm OVERLAP MD PANEL LEMON BOUT) PANEL LENGTH A �.. 1/4-*-20.1' -ta 1I u5E 2AT6ALL i�OIIRW ATS L75 BOW - 1 I (S2) NOTCE-- AT $TUG -�-- a• I U/�qJ{ - Ll7GTION O CAFE SAFETY I D.W(j). PANEL BOTTOM CORNERS ` 0 --0/EALAP- -OVERLAP_ Oi O 'ARHNG NUT AT EXTERIOR • WINE NUT AT 3. MAX LEFT PANEL--- ERIGHT PANEL 3' Ai- f INSTALLATIONS ONLY VALID FOR WIND t' MN. R-tA/13, R-2A/13, R-3A/14, R-IB/13. R-28/13. R-38/14, 1• uN. SPEED UP 70 170 m.p.I. R-1AW/15. R-2AW/15, R-3AW/16. R-16W/15, R-20W/15• R-36W/16. ---N,CNORS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13. 14• 15 MI6) - - - t/4• MINI. OAP LIFE SAFETY STORM PANEL C1 ELEVATION (t) - .; REGULAR 7 p67• SCALE t/{'.1 -1 7 7 REGULAR u STORM PANEL (ACM OW6AP 1 N47U VKLLYI STORM PANEL o� Ott'" IT 1/4 OVERUn! •':c `g LIFE 5 O PANEL = * r TL• 'RORIDA BUILDING CODE Non High Velocity Nurrlcon6 EXTERIORS4�F /ORLON .•'��_ °9nCO0 K 24 GAGE GALVANIZED STEEL STORM PANEL pay Sys'/'N ..... ••G\� ,y: �'LA-- >rILaE ,IAC raOr MImNtCn�GLOM PRoPROTECTION. RN 33Ps71RL1,aO tDUCTS, I.L.C.SECTION A -A 51 SCALE 1/4'-1' OG(Yv)r75,4 D FAR. tp4w., 20- MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANE l INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5) MAX. A.S.D. PRESSURE P... G) MAXIMUM ANCHORS SPACING FOR 1W E.D. PER St:FEOAF BELOW A�PPl1CAetE • MAXIMUM LENGTH In.) MAX. A.S.D. DESIGN PRESSURE (p.pij I4AX•R41 ANCHORS SPACING FOR WN ED. PER SO,EOAE BELOWDESIGN ro LK/BLF PIENGt1t TAPCON SO SET FPAM42A#AID TE IC L11MC-NAMN CALK-O TAPCON ygJD-SET FEMNf toPLUS ZAM+C-lu" CALS(-N • w m ro w ro ro fii -55 .75. -73 13• 111 13• 13• 1r 13' 2• Ir Ir 12' 13• to' 1 mm 5'-e OR Lm .)STAG-75 4.RY-1t;6 13' 1 5• 13' 10 1/1 t3' 0 1/2' 11 6 1/2' 7 1/2' 15 1/r 1S' 4 1/2' 7 IM 5OR LE A tr 13' 131 tr 13- 12• 13. to' I (BOTTOM) IS- 6 1/2" 13' ,r 13' 9• ID• 7 1/2' ,3' r I (Rani t ' ] 11' 1 ] � 1 J iS' 1J• 1 ' J 1r 17' t Y 13' +0• 1 OOP) t' S r 1S ' 10 , T / U' _ 0 1 / T 1]' _ _ 6 1 2 / 7 1 / 1 1 S 2 / U' 1 t 7 / 2 GOP ) tr It• 1r 13' Ir 13- 13- Ir Ir 1, _ 1J' to' 2 (BOTTOM) 13' r 13' Ir Ir 9 1/2" 1r 9 1/2. 10 1/2' 7 1/2' 13' 6 1/I. --__. 2 (BOTTOM) t J i I- 1 ' 3 1 3 1 ' 3 1 ' ] 1 3 • 3 13' 12• t' 7 10 7 (TOP) -- I- 1 ] -- 7' 13• 13' t 3 9 1 /2 I 3 1 7' 9 / t t 0 2 / 7 1 / 7 17' 6' 3 OP (T ) - - /2 I/Y�12 1/2 6 1/4' 6 1/4' 12 1/2- 12 1/2• - - 6 1/{' 6 t/i J (907TO1) - - 11/2'12 1/2' B 1/4' B 1/4• 72 t/T' 8 t/{' - - 8 t/•' 6 1/4' 3 (BOTCH) a' 6' 13' r - „' r _ a• 13' 13' 1]' 6 1/4' a• a' e• ,3' 6' {---J I 1J't3' a' 6 1/2' 7' S' a' a:-- ,3' IT 3 —_—._ 16 3 6 •/a' 4 1/2- "-- to' 4 (TOP) -_.__ , ( ) 5 (TOP) r _ __ 6 IJ' _, I]' -.- 3 -___ )- 6 t/2 S' Y 6 t/T S 1/2' I 'r ,]• 10I7 / _ 7' -8• - - IS' 13' ,J " J I/2' ---- 9' 9 I /2 6 t 2' _ / 6' 6- 1' - 4 I/Y 6 Ij2' 1' 6 1/2' r_ 2 1/Y _ S. 6' 41 2 /> 6 1/a' 4 (EDP) (BOTTOM) (7OP7 S (BOTTOMt3• ) 800P) 0 (B�T1-•') - 1!' 13• _ir 0 t/C B' 8• t r 6- 1 't J - 12'_ 1 i t3• I]' I] 1J' 1]' 1]• 9' 1 8 2 I 10' 1 /2 1' I T _ / 7 1/2- 7 t /T S 1/2 - 13" q' 17• a I/a" 1] -_+ 7+' —_ 71 • - - TS' t3• e l 4' il'/S• ,]'17' 10 _ 6 1/•' — (tOP) 6 (8011!•) _-...____. tr' - 13' - , 7 - 5 ,/4 - _ 6 1/4' 0 1/i 6 t/4' a t/l' 6 1/1' a l/4' -- 13_ 7 1/1 Ir il' 13' t0' tr to' I- a 1]' a 1/Y 1 (TOP) TO S'-0 13' S' 13• 10 1/2 Ir 6 1/2 13- 6 ,/2 7 t/2' S I/T ,]• A 1/2' 1 (TOP) TO Y-S• 1}' 7 1/2' 13' 13• ll' f0 1/Y tJ' 10 1/2 11 1/2. 6' �]^ r 1 (BOTTOM) IJ' 1J• 1J' 6 1/2' _ 1]' ' 1J' I]- 9• IJ' - 9' f0' 7 1/T U' 6' 1 (tiN711OM) 1!' 13' 1 1/2' I7 1/2' ir_ 13' 13' 1]• ,0' 1r 10' t,' a" t3' 8 1/2' --7• 2 (TOP) 2 (BORON) S' 13' 10 1/2 13• 5 ,/2' 13' 6 1/2' 7 1/2-5 1/2' 13' 4 1/2' 2 (TOP) Ir 13• 10 1/1 t3' t0 1/2 11 1/2' a- 13• T U' U' 1]- 9 1/2' IJ' 4 1/2• to 1/1" 7 t/Y 13' 6 V1' 2 (BOTTOM) it 7 1/r 13' 13• 13' 10 1/Z ,3- ,0 1/2 t, 1/2' 6' 13' r 7 (TOP) 'y 71 1jr, 13, tr 9 t/2' 13' 9 1/2- 10 t/1- 7 1/2- ,3' 6' 3 (TOP) i/2't7 t/T 6 1/4' 8 1/4' 2 1/2. 6 1/4' - - 6 1/4' 5 1/4- 3 (BOTTOM) - 1 - 2 1/2' 12 1/2' 6 1/4• 6 ,/a• 12 1/Y It 1/4' - - 6 1/4' ,6 t/•' 3 (BOTTOM) 7 t/2' ] 1/2• a' 8' 7 1/7- 4' a• • 1/2' S' ] ,/Y r 3' 4 (TOP) -..� j _ s• S 1/2' 7• 3 t/2" a' 4' a 1/i' ]' 6 1/T' i x t/2' 4 (TOP) 6= - __ 6' e I - B' 6' _ e= _ - 4 morrow E a t/Y - e 5 ,/Z - r - (BOTTOM) 1T 7 1/1' 13' IS'-�_1J' TJ' _ 13' q' it0 0' W 1/7 _ 11• ,3' 10 1/2 t0 ,/T 11 1/2• I ,/Z 6 ' 6' 13' I]' _ r T 0 (TOP) 5 (BOTTOM) IJ' 6 1/2' 1, 1r 13- 9• 1]' 9' To' 7 1/ ' t3• 6' (TOP) }• 7 t/Z' 13' 13- U- I]• 19 1/2• 13• 9 t/2" ,0 ,/7` 7 1/r U- 6` S (BOTTOM) 13' 7 1/2' 13' 13• 13' 10 1/3 t3' t0 ,/2'1t 1/2 a' 13' 7• 6 (TOP) ,S' _r S' 1J' 1]• 6 1/2- Ir 6 1/Y 7 1/T' S 1/1' I]' ♦ 1/7• (TOP) 1/4• 6 ,/A- 6 (DOR ••) a i/4- B 1/A' 6 1/4' 6 -1/A• 6 1/4' 6 1 4' 6 (pOTTr) SEE SHOE, I ra- AICNORS r" A W.Ow Foa . Pfiffod MO ,ROOD M*c NULDNM IF 4FWW ANCHOR SPACINGS AND MNIYUM EDGE DISTANCE ANC NOICAM ON INS SCHEDULE FOR ED LESS THAN OGWAI D ON SO4MU NEDUCE A004 R SPACING OF MULTIPLYING SPACING %0" ON SCWbLRE WY THE FOUDWG FACTO FOR THIS OPERATION TO K POSSIBLE RmUCED %VtM ORWIED USING FACTOR SILL MOF SE U53 THAN M PAC" 04)" a FOR EACH ANCHOR I-E ON n•S SCHEDULE 1/i. /4'�.. 1/41R 1I11 1/1VP._ 1/4•R_- ANCHOR TYPE UP= Rat", rv,AU,, AIemn ZAW-NON _ ,AUI-N MNMUII ANCHOR SPApG (As) 3 1 3 3 2 ,/r 2 1n MEpa,lt N6E M) J J +H7 r A 3 ,lr t wNTA11Q OA.1 em1 a J '/I' . ] In• 3-- ACBJ+L WK 0.) FACTOR t In• Gs _ _1_7 _,oet oJo - a3J./r -gym _L. •• SPACINGS ONLY VALID WHEN SPACER IS US®. SEE 1�BtE 11 FOR " A.S.D. DESIGN LOADS A MAX. PAt'E1. WHETS SPACER @IHji 15 USED. 1/4•0 TAPCON pI15T MG POURED _ ANCHOR O 9' O.0 RETE OR CONCRETE BLOCK REOLSNED.^ S 1/4' MAX, ) E.D.• 1 I II P EXISTING] GI ASS / it u II a a I' Min. j--SEPARATION It TO GLASS. tl E D.4 3/4 IN QGi ODKaNrui r r) JOLLAL A A.S.D. DESIGN LOAD VIAXIMI M1 PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF 5,_ 10" A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS h W'/ SPACER AT 12 1/2- O.C. INSTALLATION INTO DETAILS POURED CONCRETE FOR LIFE SAFETY PANEL Ct� OR CONCRETE BLOCK STRUCTURES 1/4•0 TALON EXISTING POURED 1/4•0 TAPCON_ DOSING PWRED ANCHOR • 9' 0 C CONCRETE OR ANCHOR • D' O.CCDNCACTE OR //.L.4. CONCRETE BLOCK REQUIRED.REOUMED. CONCRETE BLOCK . ) C v + J 1 1- MOM. PANEL LENGTH (SEE ELLVAIIDN all SHEET 12) 1/4'p TAPCONG ANCHOR O D^ O.0 DX , 1"RF m POURED CONCRETE OR CONCRETE BLOCK REOIARED, SECTION R—tA O REGULAR PANELS WALL MOUNTINGS SCALE 3/6-I' \/ 25 enR w u vkAx. 6' PANEL LENGTH (SEE ELEVATION I ON SHEE7 12) 1 1 � 6, ED • N !S/J�1'17 e IS UT PC 1 ' 1 1 I / 4 i/4•e TAPCON� ANCHOR • 9' O.C. EXISTING POURED CONCRETE DR CONCRETE BLOCK REOURm. SECTION R-1B 4 LIFE SAFETY PANEL SEE SHEETS 15 A to FOR ANCHORS mcma TM - ,/1•R TYPE A SPACING FOR INSTALLATIONS OFIO OICW lel•RAt MOOR erR00 (Aa ] WDDD FMK BULDNIOa iw NM ANCHOR SPACNM AHD MNNAM .W„� — o,A.w MJ ] EDGE ULTANCE APE NDGATEp OH iXls SCHF1NAr i011 ED. LESS THAN DONATED OR SCHEDULE REDUCE ANCHOR SPAYING m1A„o adl 'PMWIRY clad OL) 3 eY 4UlI1PlYNG SPACING SHISWM ON SCN Vi Or INC FOLLOWING FAL90RS AMIL OW no= , ,/r am FOR THIS OPERATION W K POSSIBLE. REDUCED SPICING MANED USING FACTOR SHALL NOT K US6 IF" --.. T In* - wateam SPACING,YacInu FOR EACH ANCHOR TYPE ON THIS SCHEDULE r am 1/4•0 TAPCON ANCHOR O 9 OC POURED �f7E OR CONCRETE BLOCK REQUIRED. O 1 I 1/2' t/4. MALL E A 01 tl , MM A,•wao.r EX,�tAI� _r SEPARATION TO GLASS - a FOP Mel p tm, aAal f N a ■ I -L' MAX. tl PANEL LENGTH p (SEE ELEVATION tl ON SHIM 12) D ■ 11 r_ � V R W n U, 3 E.0 cu ,J41-am,' sa sous e nu 1 L' MAX. S' PANEL LENGTH (SEE ELEVATION ON SHEET 12) i L� 6' I 101 _ 1 I EO BSI7a�sy/4D N.a 1 IN 1 .1 1 1 Y- E0, - Hd7NbgLi��/F�D Ns. Fm,s IF eU•n PC. t/4•0 TAPCON TAPCON ANCHOR O 9. O.0 _1/4.0 ANCHOR • D' O.0 _EXMTWC POURED CONCRETE OR EXIST,NG POURED CONCRETE OR CONCRETE BLOCK REOURED jjQN a-1 i! REGULAR PANELS O CONCRETE BLOC% REQUIRED �ANEL WALL MOUNTINGS I-FIIt"",SOLE 3/e.I- FLORIDA BUILDING CODE (Non High Velocity Hurricane -6-0 C _ O U N Q 0 L_ C .� - �-co O O O O W O CQ LL p > •� _E _ L O O L`^ la..i `"F 1 /M� -0 .C= C0 0_ C (� U 9 LAJ _O Co C Gi V- a •C N � C3 � X p- Ci H o�a � 3 3 f4 0 f4 m a3 v al Ln a J� E � O g E•7 » INSTALLATION DETAILS FOR UFE SAFETY PANEL INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO WOOD STRUCTURES 1/4•• TAPCON EEk)f��RTING POURED ,/A-, TAPcT! - _�K,"Im ANCHOR • 9' DC WNCAE7F oR ANCHOR a 9. OC LGMCREIE OR _ __ WOOD HEADER _ wOOO HEADER _ ai MEADER ,__ WODO LEADER I �i._' CONCRETE Ili 'i'y. CONCRETE BLOC'% i �EOlRED REQUREO Rf¢uREO TEQUIREp W000 HEADER _ NOW HEADER REOUNED. ;) . REQUIRED. ' _ _ TkOUIRED NO IRED i 1 P TAPCON + 4•. TAPDDN 1/ -': TAPCON 1 41 TA IS _ •. �1 S,cIwR a a' o c " I CH OR a 9 o.c. TNC pa a 9' o.c i 4 p i WCDN - o c i, �1 2 I' '• FOR • 9' O.C. 1 ie TAPCON D.C. O p• - / 1/2' , 4- , 1� , •/ ' i O ) t r •r / 7 �` z0� 2 1 H _ /Z 1/4' Fa x. '/7 F Ili ice. 1 I 1/7 t II i .'e Boos �:. 1 G P ED : II ' 1 ED 2 t. 1 TAR 2 tl' 2 AI a' /2 1li/Mx- n. 11 M1a I MID. I Min I'II I Ming 2' i--SEPAPATDN / I �•.-m.,• ` n ' t_1 �..I ' - 1i V ClMAX 1 g 1 ,/,•e-MF,• I TO GLASS. II� +/ '1 ( p , 1 ` CLt5T1NGy , to Inn r s _ LI ss ewn r AH X I 1 I ,n•.-m.,• n u J.•..xi,• R 1 1. 9 N I n 1 1 � I �/ K I r n Inn W ^s BnS r tl N FDAN 1 j!} /••e-WYY a i u oF„� a I ,N•.-sa,,'�� a ✓' -'- i 1 , rA � p I a I Ip•.-m•I• I (. I ,DHFnH v4R r•+7 EXIsrI{N�( ; EIXISTI,]G,,,a i - i is e1K1a r,® p - c 1 ExISTtN,-y-a - 1 u w aFw,f" y(; u_ I 15r_A _ A O U 1 GLASS H C1A55 , i N B1 a9RN EXISNG_„11 1 GLA55 u I []f15T, - , 1 ,Y 1 "� L % ( R G D.aOAF R _ R tl L. IAt 11- - /` I SL(o , FDA wom YIAa cIw55 N I , N /; I YCa 4'1 OI.A55-'� 1 LA55 n : plPLn w Exlsr II 1 0 Y 1 L' Mas. 1 N J tl (. 1 PAMEl LENGTH i 6' PANEL LENGTH p 9 I "i MAX 11 U i + P l' uAx. I I I�mN -- N I (SEE ELEVATION I I L. - -:_= A 0. PANEL LENGTH 11 "" lPANEL LENGTH -_ i' (SEE ELEVATION , ON SHEET 17 N I 1 'L' Aka. n. /- 7 (SEE ELEVATION 11 1 ) L' 1bR. R =--.- f_._: __ - 8• II r 1 ,,. tl 1 H 1 ) . - L_ -. e I + t ON siFm 12) ... - _ - _ p 1 ON SHELL 12) II I MAXLL _ 1 E L N ON SHOT 17) tl -.. _I. ) p 1 ( -T (SEE ELEVATION �T _ PANEL LENGTH a .. T: - 6. PANEL LENGTH p-'SEPARATIDrr' �i I .PANEL LENGTH n ♦ I j PANEL Lf1iGIN e < II -- i M to GIh55- t M - __�' -- R _ -. ,/:. -. '.. q ON SHEET tSEE 2 n _ _ I 1 • L6rL Y T 1 i• O oN sHFEi . - - -.. _.- _-L _ _ _- - _� I` _-_ -- /-_.. _ - (_ ' ON SHEET tD'i) R 1 I ON SHIM ELEVATION 1 a- - )-- II i _ -1 1 II ,. W,,. I R n J- - -r I'-' SEPARAION- -._.__ fi - - - 7-_ -� X 1 n i-- ---- , cn I /� IRI--x -' {/7�) N I- Wn. N II n )1111 y f /4� /2 £ r, TO GLASS 1 LJ2 It-- sEPARAiION-- `/ N TO GLASS. i (� N ; (' y 1 ; 4 _ i I _ 6, I TO tiA55 °. II I E—SEPA1_4ss ; E \ It To GLASS I (1', ii 1• WTI. , '•�O I I I I rl T1 �-, f�i ° 1 i L/2 I TO G1A55. 4 is 1 6 I II--SEPARA S. I .,� EXISTING CONCRETE OP Olt EDP IXNRETE OR '. , . I „ 1R' 1 wA't3�S'in' 1-� N ; �+ n U7 _ — GLASS. 6• CD (IL17C 1 CONCRETE BLOCK •' , CONCRETE BLOC% s:. -� .H :a. - - I EO. we __ I H I REOVRUD �- '� I M 1/Y Hu REOVRED :-., - I CE1oOl I f - ED-..H. 1 NEC. ) I E0. t!7' i 4. I - , E10. E0. e a 1/l nc , ..` 1. t 1 E¢ f 1_ �_ J -_.. _- r'pYD 'i'- I e+a, PL 1/1' 4. EQ. I 1. 1 EO 3; ii1 ^ WOOD y to 1.w NJ. O 4/4-4 PANEUATE PLUS - 1/4'e PLATE IRS" PAAIE1.Wt7E _ - __ , •Y TAPE 9, 1/4. TAPCON , to O.c PLATE I RE PLATE .. PH JS. _ 6 - , I' _./ 1 4Y iMCON 2'a4' WOOD REQUIRED • T ANCHOR • 12 1/1' O.0 ANCHOR (BEYOND) ANCHOR a 9' O.L. ANCHOR a 9' O.C. ANCHOR O 9' O.0 PLATE- -¢ Y 4 W000 STAGGERED W/ STUD .. I ! STAGGERED W/ STUD REOUNIED ANCHO4-0 R 6 N,` OC REQUIRED I 1/4'. PANELWTE PLUS OIMREO 1/4•R PANflyATE PLUS i - WALL MOUNTINGS l --_ ; _ -2*'- WOMD ) .. -i •TE WOOD ANCHOR a 12 1/2• O.C. _ ANCHOR a 12 1/2. O.0 nA PU - SEE REELS 15 • IS FOR ANCHORS 1YPC • SP$CING FOR SCALE J/e-/• - .. :.' '- REQUIRED -_ -_ -f. REQUIRED INSTA"eIDI wapNM ANCHOR SPKP40.S AND NNMW EM IMFNFCC ARE MIGRATED ON TINS SCHEDULE. role E.O. LESS THAN y� •t TrOu FOLLDwNG FACTORS FOR OPERATION PCSsaL. 6 IsLTF6!lAT1Y t eLI cU _ MULTPLYNC SPACING SHOWN ON SCHEDULE BY THE REDUCED SPACING DWANO USING FACTOR SMALL NO K -3AW co - LESS THAN MawnA SPACING ATI ATED FOR EADH ANCHOR jJEp������ O LICE SAF ANEL .�$F` LAR� P NA ELS apOunN W ,FHHF,III,MyFF L ,YPE oN ,HIS $cIEDAE ,,�•"�EF A. TI 4l°a �u MOUNTINGS "N'FNNN W WALL MOUNTINGSP Aorta Bnt /-/'•' - - 'J` w _ •ram SCALE 3/e-t Tf SCALE J/E.,• SCALE 3/e.Y �y ✓,9'�G, W ,RADII inZioid =�331P\ ....E...... ;/�+ z EP Lt/ 'b� •��'VGEN,�r'••.••. ss NWrpA1 .Noa vF OAS J > ; = FLORiDA BUILDING CODE Non M h Veiocl Nu cam zone GEN '•9 S FLORIDA BUILDING CODE Non High YNxi Nut cone 2ona i 3:' - N0.44167 - FLORIDA BUILDING CODE (Non Hl h Valoa) HUrrlcone Zone) 'MwIMHMN9R ap,rlM OH.) s 3 - oamP nam nHt rA. II�J'. s otm nlcm NC. rA. hom _ * Ar ; O7Wa n/ECP. INc- rA. Q amwa u, ; ? tk # : Ik f' 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ME ONLY VALID FOR A.S.D. DESIGN �+ ••' 24 GAGE GALVANISED STEEL STORM PANEL amW, w OJ J 3 to _ r IRON tT . 4416T '2: - 24 GAGE GALVANIZED STELE STORY PANEL S STATE OF w� _ 11MrF 6". z ACIIaL iK ONNeeY CreO 11tCTOR = "a'' STATE O -. Q w7n7/mao PRESSURE RATIT4G5 (p.•.l AND PANEL LENGTHS AS s * : * - * —1 1. INSTALLATION ARE ONLY VAUD FOR MAX. A-S.D. 9' )., q ORAL PROTECTWl1 PRODUCTS. LLC. °' S �0 DESIGN PRESSURE RATINGS (P a.1) AND PANEL you FIOR GLOM PRGTECTIOiI PRODUCTS, LLC. 0/ y „/r a� - ssyoc'• /rCOR1UP'' IL EGONN6. PROTECTION PRODUCTS, LLC. Rae PER ELEVATION ON SHEET to S•o'• STATE OIL iL EGGING. `A- -- Na0 sw s, STREET 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 - LENGTHS AS PER ELEVATIDN ON SHEET 12. IL E C O INS 3 _,/r _ _ _. _ •11 ___ F ••••• •••• P /-;�`c.6 a.f • nNaFRNlera raSNPAn I_vp '• ( R10 w'z.% ,6m li 61 STOW S, / ti, .. 1r R r aW, nw Area R M,r 04VK. 2 a1i14 f O �' L`: a F,•. Ia .ww. Nsn. n »w aFNW- n- aX1,F 2. FOR NEW W000 FRAME CONSTRUCTION WOOD 4" i6N A(, EN �� ", Tu,n TpR • Fq ANY 4Nm s.W sl stNWn (7NAL ,N... oF,1 n,-,rF ti RM/ n,_,NP, N,orc (PS,xaa-»,6 ra: tw54),r-os7 20-175 MEMBERS TO !# SOUTHERN PINE N° 2. W/ SPECIFIC .4' F . tol o�sM - w m-,a, PN,wE (w1Ner-»4a. rAK. (uaHIN-.wraT 20-175 I / ''n<. n. ra NL, -M. WU eNs�E n Car DA+E n. STa,. Z DENSITY OF 0.56 OR EQUAL """'•(;i w+.�. MEMBERS TO BE SOUTHERN PINE No 2. W SPECIFIC MNHLHMLML 6 ; N... �. 20-175 -- __ WNTRIMt4N4 10,-0ppSRp An• „trr. r A► e r oA,FRO Hp. S/ �•�' c -0=71• w. War a �. uw aMWN6 No-. DENSITY OF 0.55 OR EOI�(L / PM �owla •H-,p, F (NSFMwN-7w44 rAt (w)w-a7n 0_M N. jr -.. _- _ PC SEMJSIOAtIrE/Ot1E wN7ER A tWl x.. PE ea ,ww p eNRt ,.ale INKF(N�RF AME/DaIE NRLRR A Ml! A'.. r.e m FF-,a PE l�7aJWCMTI/F./MlE OMoow6'/Hs ,4L N+NNN Flow w, 7 r ni Ia R ttl NLM AA ova TLLR N., rE + 1e Ben Is M IS J SHEET NO. SH 1.4 IMr. , I .I 11 II 1 1 1 1 EZt/i8, ETt W/18 ANCHORS -- -----{SEE SECTION Q, k ALpERN41HE ETSw ON SHIRR Se)-------. _._.._.._ -_. -1" McA.r -3- Mnx.- ,' MIn. �L7 EI7 t 'A' -C)(SEE NOTE 2) _tit, 1,vo -!((NOTE . 2) je END _J1E6`e ALUwNU4 POP RIVET A LAST PANCL© TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE O O o Od o� _-- I --- ---1 PROVIDED W Rrd4R HANDLE TO FACILITATE tNSTA1.UATTCMY IT INTENDED +I I" i I I+. I i • i '}� 1 ! , TO BE rNSTAL' ED FROM INSIDE OF STRUCTURE. t ]AT PER k AT 2 PER NOTrc • - _ .. , y.-... t _ ( - (6% • (I) 7EFMf?ION OF SERIES 2000: E-Z HANG STORM PANEL SYSTEM 1- ffff I (CNU PANEL) I j i (flFIERi(3R PANEL) � (t, RiOR PANEL) (P{PERtQR PANEL) j I I (Ehll PFWEL) ` � MAX CONSISTING Or PANEL + ConL. TRACKS TOP &BOTTOM. i SEC NOTES 7. 3, 4 I I I I ' ' I SET NOTES <', 3. 4 (2) END PANELS SHALL ALWA_Y5 BE CONNECTED 10 BOTTOM TRACK • l { 1 " I 1 j, I ; OTHEPWISE A STOP BAR SIPALL. BE PRO14DEO AT TOP OF SUCH UAX II I i FA/.O LENGni PANELS. is # J I I i - t * j t� * 1 "' k� � * e •/- W.O P.je (3) If END PANELS ARE CONNECTED TO BOTTOM TRACK., CQNNECICIN SHAL!. CONSIST Of 1/4`E-20xD/4' M.S. W/ 7/8"AY3/32' WING BOLTED PANELS 11 '1w '00' NIIT OR 1/4'4X3/4' Min THUMBSCREW INTO TAPPED BOTTOM 1 i 155 BOLTS W/00 U OVERLAP TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO I 111 I { I E I {SEE SECTIONS AS AI+PLKAatE1 EXTERIORrLAT F'LN4G€S Of END PANEL O 'l ,4 IN CASE' iHAi EN PANELS ARE NOT CONNECTED TO BOTTOM - - - --- TRACK (i.e. A STOP BAR IS ONLY USED AT STOP) AT LLASI TWO SHALL BE (3) AOV 'I SUCH TRACK USING ONO I j4 a j LJJ_1L_JJ_LPl.J-I if 1 J .:.CLJJ1L , INDICATED 1 _ _ I IJJ 4L-t J �_ r �� �-_ i l T T L J-TTL A V T 1 1 t T NGIGTED ON NOTE {3/ ABOVE. IN SUCH ASE, CONNECTION OF '� LJJIL:IJJ_11JJ1}-._.. I .- 1 PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. .. _� ---� A SEE NOTE 4 1" WRA -. • on � Wi1 'SEE +' MIn t INSTALLATIONS ONLY VALID FOR WINO NOTE 3 l'� NOTE `. SPEED UP -0 170 m.p.h. ANCHORS SECTION E21 & ALTERNARIT ENW' ON SHEET 187 EZt/18, EZiW/18 TYPICALELEVATION EQR SERIES 2000 E-Z HANG STORM PANEL j) SYSTEM (t) 5('"ALE. 3/32"=1 " 25a7'UAAL tM%AP '/ Max 6AF .l WiF2LE YAUiT) /'. f v 11a' AWL. GAP � ;) SECTION A -A EA,I........ SCALE 3/32`-l' r�i? • ' EN ' :�9 FLORIDA BUILDING CODE Non High Val"It Hurricane Zone _j o. 44161 i = '-�^rom Krro. 24 GAGE GALVANIZED STEEL STORM PANEL''R * ' * _�` ' -- I1 L E C O rrt GLOBAL PROTECTION PRODUCTS, LLC. 0 9z'➢'P •tL STALE 06 q e nµr TETrNO A E> D COMPANY M� 5a. Sf STIKET �oilol' eAaa. �a,. aWa. FL w„ 20-175 '� X"!F ' • � i IN".. rArs nai'-,m ... Lxa, n+ , NwNe tlraMee-)aa TAX... ie}+,6aR-Frp) 7YYi6r !f3 Y•••• G-6W4),P Her,. ONA4vlG am JAElWT1 WA([tt A. T41P A C Na lr-,q Y+YrE11HEY,AE H16) MI[D IF 6r ,p E.N{-,1iNEEPING ENGiNEERIN© EXPRESS® PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17859..1 - R2 EX Project Number 20-31543 Product Manufacturer AU American Shutters and Gloss Manufacturer Address 1540 Donna Road West Palen Beach. FL 33409 Product Name a Desanptfon: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is teeing issued in accordance with Tire requirements of the Florida Department M Business and Professional Regulation (Florida Building Commission) Rule Chapter 311320-3.005, F.AC., for statewide acceptance per Method 1(d).. The Product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Cade Seventh Edition (2020) and Is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revwions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #20-31543 tied *24ga Galvanized Steel Storm Panels (HVHZ E NonHVHZ)'. sheets 1-5. prepared by Engineering Express, signed 6 sealed by Frank Bernardo. P.E. is an integral part of this Evaluation Report. e TEST REPORTS Uniform static structural perdarmence has been tested in accordance with TAS 202 test standards per test report(s) ABT-ASG-17-001 SY 8lackwnter Tasting, Inc. Large n*miie impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 test standards per test reports) ABT-ASG-17-001 DV Siackwatef Testing. Inc. STRUCTURAL ENGiNEERING.CALCULA71ONS Structural engineering calculations have been prepared Which evaluate the product based on comparative and/or rational snatysis to quakiy the Following design cnteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12'" AvENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TEAM 0ENGtNEERiFrGE%PPE6S.00M ENGINEEAINGE%PRESS.COM tilt K. A F >. _L tl r l�u K u Y F' - Dom- : Tt•: V ti m TI ,LTA n t rill i '-rY ^,MIN I N, n EnIUn 5 v rY 3C GU2 I ` H {p c •K 'u l••b� Nrx.KIn IKH.I WIDTH W TUN I •'wRTFT"kRW 1 •A' Nti, t K � - FI r ,lit irr . f, 4. I 111' tr S , rTkYr• N Lt4y lit_ � 1 S .AJ. 1.000' Ry` rh:-Eu211smrRt ern . Elurm� `- L 4 CAE 1k K i 5.:Ta_. 'mvc ; 1-rP• , , Y; ,+rin•Y V / : ENGiNEERING Page 2 of All American Shuticis and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used In the design of this product. Separation From glazing is not required for installations outside of wind zone 4 and essential f ithes. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously Rated Rear report(s), and is accounted tot in the engineering design of this product. Wind Load Resistance This product has been designed to Tesler Wind loam as indicated in the span schedule(s) on the respectiv Product Evatuallon Document (i.e. etrglneedng drawing). Installation This product shall be Installed in stud compliance with its respective Product Evaluation Document 4i a engineering drawing),, along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering{ drawing). Limitations 13 Conditions of Use. Use of this product shall be in strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein All supporting host structures shall be designed to rapist all superimposed loads and shale be of a material killed in this product's respective anchor schedule. Host structuie conditions which are not accounted lot in this product's Fespective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently Installed shelf be protected against corrosion. contamination. and other such damage at as times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) Respectfully, Frank Bernardo, PE ENGINEERING EXPREssa 4PERNl46549 I Cert Auth 988t - rcCCP,T - CrCC. V �k Y mot" L OUNr a CTSON .n , 4,A1 M -.THEW. rl 160 SW 12E" AVENUE SUITE 106, DEERFIELD BEACH, FLORLoA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ENGINEERINGExPFI CON ENGI NEE 0.INGE%PR E65,CQM L1 F R : Y.' LL _ tPl 1, I: �A u a4Dam yn r, clnlhwmopK NouN, SCCTION H A T I x IA _v EE 7 �Iq n I :ITT 1 M6i L'I LV� In 1 1. H _v�r, ,t•N+n ,m � XTIl r ArL A u'iF- ri rs' ., IM :iSR Al -jY r +1PTp NALTaOjEOTIOM ClV5UkE_AIL (-Z ,',,r aEljruwKrx �I T I CL if Q "It C 1, N :• E-Ur 11, iNSTALLATIQN DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1/ INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES __t�USTorG POURED . I' CONCRETE OA _114`0 TAPCON CONCRETE Cf]rA:aETE BLOCK ANCHOR O 12" O.C. I el ' - ' ��itlEt' 1/a"A TAPCON t• f' _ 11,4aT' MEx NFM lEK wgop rIEA_OER �' I ,•." NEx FfiD TEE / _+ ANCHOR i 72' D.C./r _ ESCREW�o ,y/4' FROM REOUR[D I;. 5L71ETr' 4 4' FROM i� ^/ . Tt 71 EDGE OF 1 11 / L7 Min. Tom. - I i 1/2" r f4,A-aNi M - i , ss ears' W,li3 °p r ,siisFAotu r1�• N i. i ifir-SEI 1' Min. IXi5Tx4G N TO CLASS e•a -SEPARATION J/r B'e ALL eri POP ro GUSS. �Y. IN ufv POP GLi55 B - RIVET CLASS �/;7 �J I RNEr -;- a i _ _ I-�t �f -_- - = A _Y _- _ /CFaAII• _p _p T e•_O' E -'�-� B._O. u ears r p - 1 YAx. 1/rA-m.,• MAX a FA R - ! - PANEL LENGTH 4r 90Lr5 M } _... - T PANEL LENGTH is 1 ix W 1 a G B I _.._ IRIR F i_ a_._ _. t _ �11 R IA.-.... �f--r-.-\..7 e 1'X. a --SEPARATION I p h' Min. 1 .-_314'a-20N2' O GLASS. t r1 9 - SEPARATION,- THUMBSCREW OF k To j p .-'/4`a-20.2` 'L' R • ,, SHOF UMBSO" R I h `R I I lwi - _,'4`0 TAPCCN ANCHOR /I 0 12' O.C. TA [ .p{15tNGRLAIE wOtO OANCHOR 0 12 CTRED CONCRETE BLOCK _ f' . _ _ REQUIRED REWIRED. WALL MOUNTING WALL h(QUIMiNG SECTION EZ 1 ALTERNATIVE EZ 1 W SCALE 3/8-1- SCALE 3/8-1' •+ JCEN1. 1' ��'�' FLORIDA BUILDING CODE (Non Nigh ViBIGcIly Hurricane lone) 1 MIN. PANEL LENGTH - T 0. 441 s 4aam nLrLolr. a,c r.r- VALID FOR MAN. A5.0. DESIGN SHALL BE 2'-6" 24 GAGE GALVANIZED STEEL STORM PANEL aMRN sr 1. INSTALLA7rQM ARE ONLY PRESSURE RATING +/- 40.0 P.A_t, AND 6'-0' MAY y -_ mt%rt3Pm �� PANEL LENGTH. STATE OG -- C V LEIeGLOBAL PROTECTN)N PRODUCTS. U.C.2. -LTEIRdada FOR NEW WOOD FRAME CONSTRUCTION: WOOD %�c( 'IOR107� 'YY�T+eoa se 5, nlen atME. iL xv,4 ecowyr MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC .� ri •+• 4.e ' OF �n -r n�l1NW �_,M, M yM�-Tax Au (se.SWea-r:sr 20-175 MEMBERS OF 0.55 OR EQUAL. OtWm+6 ra ATI/Nl/flat rnr MnNIE/pAn W.,EK A7t,ar., Nd aJ ,Fw ,e ,X 1e ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONN 7yp TYPE AS REQ'D) SECTYONS Y' OPTIONAL >i' 20 STITCH BOLTS WITH WASHERED WINGNUTS FASTENED 9 OVERLAPS N MIDSPAN (USE APPROPRIATE SPAN TABLE) N OD PLAN VIEW Dl ��n� R0156° BOTTOM MOUNT t 1 ) (CONN TYPED REQ'Q) R0.391" / MAv BE Ri T 0. 37s" a BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N T S ELEVATION TOP MCh1NT ECCNN TYP Lin2X AS REQ'D) (SPAN ABOVE STRucTTaN) BOTTOM j I OUNi ECONN TY AS REQ'D) ZJ q o �BsTTRuc-noN (LOCATION MAY VARY pa� EDISS � TOP NK)I1NT ASRE TYPE AS 0.E0'D) BOTTOM MOUNT (OONN IlnaX TYPE AS REq'D) LSPAN BELOW DESTRUCTION) PANELS MAY BE NOTCHED 15 REQUIRED, OPTIONAL Xt"-2D STITCH PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORSARE USED WHICH SATISFY WING NIBS FASTENED @ SPANS ABOVE BELOW OBSTRUCTION OVERLAPS 9 MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MI R P A T dI- M ASi� NlMUM 510 M PANEL }E A A kON J GL I/. !ESSENTIALIACHI rIES Ifw 7 WIND 20NE44 U DESIGN ULD LF APAN INSTAIIA NSLESS I SIAII TKRNSGREATER ' N A PRIP RF SU • SPAN It AN (lmA.l THAN 3(1' GRADE tit 3' 0. [ GRADE N AWVF RAQ TRAM D eDV D W I�0 1 f01 rn _ 6060 _ _-_--- :.16 m _ /33 Y I3U_Om 6L16m 216 in /40 13DUIn 6D6A, 2111_n _---- - /45 1-100n, - 606m -_-- 716m H50 130.0m b.Llbm t-lb in / SS 1tlb 6 rn 6.p8,n 7.II5 m _ J.[,n E3]m 6091,n 53 n /-65 59.8m _ 6.11m---__-- _ 7 I 364 In 6.121n 290,, N L 5PA N SC. tUU t NU k5' 1 ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD $ PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANE L SPANSCHEDULEis ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2 "PANEL FASTENERS' ARE STUDS USED IN ON WITH ALL MOUNTING EXTRUSIONS ('I -TRACK, CONJUNCTION U 0 C. TRACK, STUDDED ANGLE. ETC.), USE VALUES S' ALL PANEL FASTENER SPACING (INCLUDING VALUES FOR ALL -H"- AND `U"-HEADERS I1NCLUDING BUILD OUT CONDITIONS) 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD----- GLASS SEPARATION NOTES: MtN. 1MENTERSP TH POSITIVEvE DESIGN GOAD TO DETERMI NE UM ALLOWABLE SEPARATION FROM THE OPENING TO 8E PROTECTED 2. SCHEDULE IS REQUIRED FOR USE WITH POSTTFVE LOADS ONLY INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEAT HIGHER LOAD 3. FOR INSTALLATIONS OUtSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES ] THROUGH 3. THE GLASS SEPARATION SCHEDULE M NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED MAXIMUM ALLOWABLE t e DESIGN PRESSURES: r' AS NOTE7D IN DE5IGN DESIGN NOTES: SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FUR USE WITH THI5 SYSTEM SHALL BE DETERMINED PER SEA ETE ENGINEERING IN CCORDANCE WITH THE P RA A G DEy RAPING CODE, PREa^StIRE WpU [ELEMENT_ D TE0. ITHE IN Ar� CORDANCE tTH ASCE 7 ANb CHAR. - i t THE FlARiDA BUtLDING�CODE SHALL BE LESS THAN OR EQ AL TO THE POSRI F OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: VISIT ECALC 10)31543 1 $f F ftD= NCI .Ti 1 „ fL qaT aI61NE�iwDs%PNBIS CflwlxipiiE . FanAu4r Cr,uFurva. rmromsanfwu,cea MINIMUM ALLOWABLE SPAN SCHEDULE TOP8 MOUNT i g4NLN 8 st Ii" Ha Aaer it 23" r 25' 22'Zr 2 r 27 16• alaaRf4vHIIaWr o" Li` L>~• z3" zr 22• zr IF zr zJ• 2s" zX6 a 1 hroaaY D 2Y 0 2r z 4 2r a r v' 3 r 2r 33' ?ASe:REA. 23"' 23" Zr Ii" 30' 31" 31" il" 30' 23" 30' I,' S3' O TE 9YRrAYR,'i' 2r 2 r 2 4• 3O" all' SLT 28 as" 2 a^ pre' JLT 5:3" "F T,ar]E zs 25- 26' 3t" W Sr 3a' SP 2e7 ST 31, $• 3 � 5as Kw 2Y1' Zr2T 2T 29' 36' h/ ' 2Y 2Y Ze' 11• 31' DNaa fM,ni 24" 24" 24` 11r 48• SO' 2B' 024' tC 30" S7' "UW H 4aEMi O' T ff 23'• 2r ZF 22" a r D 2.1- ZS "F" MOW Trial 2r• 24- 24- JO` as" 50^ :+o' atF xr• tie^ sr 63" StARrAnglitSw M4EN4 23' Zr 23' , t" 31" H I" 3R 23" 30" 1 p" 33" c NaPA 29' 2K 21r Xr ST ss an" sr a ar sr A <+ I .Irma ) :cs ce. ep a+"' ewe fact g Irbs *naa ai.atse aaxEt"ianiarxs .ewr wi r,e! T d u N4 [#AA ]Dr E4pH 51! A£yI,IREU WnFN VAW EML. t EaTEA (ryAN iHA) N(ftFL fOY A25AE 1 +q5 N Iaa nY+wNAn ItapvP WS E A A D NA aUtLOOur HUUN�- wE WHEAE S1Cf C a ANS NVt UQC r P' I tlVUl +l0 1', MOxs aE IA,s-D SF 9 i AD GLASS 15All ff AE% L'ATA . ,4I An K lb Iq� -9+ 1, W w r3A vftru�ur <TE'U• BGL51 ANC 2ev++W£L5. a e0*w wr'w cIAn4 ExY s W 6. "i s r s +earl s H>. zAAn la NI •N us+u uac t1 ar +He om,cNa r0F oP earrn+n�wAEs lFc ^FEwN„AEA I-ETUL v:. u51rw %NY MUVRlh4 c: Npiroa snv+rc, Ln ifs n.>vnn .-. riOPTIONAL INTERIOR FASTENING DETAIL a_ N.T.S. tA.T AM15TA„1:.• _4 FADM ".A'...A'.TFAIDa AeOZM P AEat -pp+l'SSA x ."AAn,-aA a HAf W NF SCl¢iW fiW lr K' DIA NpAF wry wit I,, a w4vRATP WINpN fi Y NZ fAtS Z p"' IT V _a5 6cA STLa W SZVI' . wINr.Nui a a:' � �. b (CCH E..A ACn)CM ^KKPFII—'61DN I•t»Ac£N' Y M.SF a 'M "As i . � <LwN •cot As AEQ➢ i. (raSURE Am'„VA5 a. E riSr'NI: C(!AYAfTE C1 - 5P4L3NG Or +Mlc n+f IKYUXv &UrN -3P Y4LUf GivEN fit AAr-Nall w>7p mAvla, swalrc rAaLE x uc.• +Aa4 ALJAFfNT Yp ryAEi< A4xEl.l ,�, OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING pAaX afewAAon Af mn4asaA.�AA MNN ON O J L4W w �yN U is C - w> a a o u� z N 9 iV N Pc �N W O W 'D �O V sees rNWK6CNNAMIO, PC 'vE�-wsla 0.094'• 2 99O" 2 290" �I' . • �_ I ' ♦ Luc'0.094--0.094" U•,L25" O:Q9rf" F r-0.625" ary g0.094" _ DIIS og IO GA �$� A95" 12d' TNP TYP 25 j I DAsz° j_ n0. 2„ - fi LB30" 1930" I�t25" DA62 � c6z" »I 3„OD0" P YP 5 � .o3'D•• -•I z o20^ zsG" Q -.I z.txhG° I� :i21" �L1FXI' r'n1�`H"I1EA0ER �AN6Lf,!-PAN CLOStiRF4- 3 3 R 9U1L �QUT 'LI' HEADER 4 gp Q « 1.51 L560"i- �11,560"- ,510" .?8365AX. "3t 0.376" Op q3gg+ZZ",. D.376„ 0, 1 " " :GEj 0.179''�I 47[g 0.19 0,655 g3�z'_I z r-{��O.G55' rp1^� ��D.b55" 0.350" 1,007" " yC'� 12.500"PANEL COVERAGE L L 0I 1� t--I O.BBe" g 14,811 PANFLLENCTH I"n ��DIi�N =�-1 LEc �0'S45" 0.524150' 0.250" 0.050 s $Q oM 6A PANEL 'n II DIAPC_ ; pp - KAY w: 0.D65".250• i- o.D -0.090" D Klv.uwn 0{ 215" ,Zts D.ILO" TYP' TYP. T P, 0.090„ 9.J00" , pUILO-dIT Y TRACK .a "F" lfrACK 8 •F` - lRy"C 1RACK 1 WA9H EO ALLOT 05KEYHCLE WASHER l 0376' ri'oZ5�55". « R& a pIRI:TIDN . J -4, _NAY vI E _ fLi LL,I-3.OD0"�DT125 a�6nsED {Jr.I � WO HZi ANGLE - TRACK {ERiENOEDi 5 I7 K 4� H r_ 28 R 1A00" I •L YC' I YC 3'.CATIP OVERLAP I I. Ip lrx]II (!) FF J4' MA%. n CORIIEACY09URE DETAIL i �.25" MAX. Y� A 0.188' j v-r;nb'E CD J`.25" MAx. V4 3BY Q MAX FF•Y9r _ _ tY F� _lyo BUILD -'OUT �n Fxr _r...0 sly p� rti 'aYu MUIRU ,d naulrr ur nl DISTANCET-YF,Y� UK.IN Q J IT < 1.000" J JC i,.l x 2I ib 3 EMBED ovFRl aP " u, ,� 3 82D A' A M.4X 7�5M,KIN 1 Ir IA,I . r.Nr••,I-r� ec1 L, �2S'MAX MIN •.1. 1.560" a p' 14nli MIN @ {[e era. �ai 1Cap A`fk; kIA I.I a. •'r JlcTS a. o ARIlE0.GLOSURE DETAIL i'•. rn-' EMBED 0 NAA3NDUlrt CLOSU11EDECAIl ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FA5TE1ERS to 11.5' O.0 ®�LTh1•aw•r���� FrVMTVE ®f®®®ELE''{����� H.N'siLLa•® ® �1 NOR /// / / `%%//J// /. Mar EIW;1/ MEMBER Em CON 1� •�1�����®11'diR�l Im ®gym®E® Mi KIT, I); MAR e6IBfl ANCHOR PRESSURE TIRE l+'EP u'WJ II+ VaS'-11' XF led "I# -II' MAN 1111' ILL Ir COsa TYPE a CA COaa T1TE t7 GZ C3 C4 GONM RITE C] Oil ,3 C4 Ef•19E0 23 M�l:llrw 41 49 - 52 7a L 25 6 ' 1 C1 1b0 109" %2 S 1 ' till L60 ] " 5 12.5 160 12.r SeD"ifi6 pre" 1 _r 2 IAO III. A1" ] 2S ]6D 9' A. 4 D 12.71 JG.T" lfi p 7 5" 1 2 S lb 0 14,7 b.lt' 12. S' I6 O 1 7-' 64 4 L7,5 az s 1 6D' Still 14 a' 4 3 7 6.9' b D' � Sz5 125 6 ' 3 0 16p 14,7 61" 14,i till` 125 125 16❑ ]4. b' ➢ 36D ] T" 6➢" 4 C n 1TN 1 U2" CM6C0 33 tYpaOSCRE'a 1 4 4@ SZ 71 L25 160' 16p S01" 125 160' 11.1 Z.0" ]Z S' Still' lO p" 6.2' L2 60" 14 1 7 & 1' 125 16 Q' 9.75.6' 13• S' 160 97 5.6" Lt 5 Lz5 L25 i6.0" iL0 Still"1 ] I5W 96 70" B. 4" 56" 1.2 S Y3S 2.5 1 5 1 0' 1fi0' 16.0 9.6 5.6" E-6 5.6' 9.6 56" 125 Yj5 12.7 'all 95" 56' ]-D" M6" 36' 60" Ale" 5.6" 1 1f t 1 BC 3 3 RAP cntp •CFAS' 41 �r 4B T I ILO 52 7Z L 5 2 1fi3O" 1&0" 12.5 160 5 92 .5 12S 6 303" 760` 9.2' l2$ Lill" 133" 12S 160' L2 S I+i IT' SL.4" 12.5" 16A' 91" 32,5 166" 9.i 160" 9.1" L2.5 L1.r 160" =5" 16.0' 9,1" 7:3" 12.5 ;2.5 160' 16 ➢' 91" 129 /1G• v S(9" 1348E0 33 All rI,INI KNAx,Y 41 1"a0D 21JSNIRC 48 5P D l( 7Z LZ S` 16.0" 8 6 12.5 15.5" 6A' S.1" 12.5' 13.8" 5.3" 6.5." 12.5 16.0" T.➢ 5,9" 1d.5 12.5" L2.7' 114" S.9' 5.W 6.25' 12.r' d.T" 4.0` 6.25` 12.3 4.7" 4.0' L2.5' 14.2" 55' 4.7^ 6.25' 1P 3" 623" 12-3" 4T' 4.0'• 8.Z7 1Z i" 4T" A.0" 8.25' 123" 4.F" 4➢" ANCHOR NOTES: 1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED FIFIE HEREIN, OUTONLY PROVIDER MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED I N SPAN SCHEDULE SHALL APPLY 2 ENTER ANGHt7R SOIEOU LF BASED ON PANEL FASTENE0. SPACING, THE EXISTING STRUCTURE MATERIAL, &ANCHOR TYPE. SELECT LOAD Ln E D6REATE THAN ORUALT OSHU NEGATIVE DESIGN EQUAL LOAD ON SHUTTER AND SELECT SPAN GREATER T REt1 ER HAN OR EQUAL TO (SEE MOUNTING DETAr CONNECTIt7N TYPE BASED ON AMRDPRIATE MOUNTING CONDITION (SEE MOUNTING DETPILSON SHEET 2 FOR IDENTIFICATION OF CONNECT ION TYPE). 3. "PANEL PASTE NERS' ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS ('P"-TRAC7C, STUDDED ANGLE, ETC) RISE 6-25"O:C PANEL FASTENER SpRQNG TABLE VALUES FOR ALL'TH"-AND "U'-HEADERS (INCLUDING BUiLDOUT CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATTONS 5. HOLLOW BLOCK hOST STRUCTURE SHALLCONFORM TO ASfM C90 BLACK, 6, MMMUM EiMIIEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7 MINIMUM E NABEDMEiNT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMITEDMAX0. M i M SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9WHERE EXISTINGSTRUCTURE FRAMING, EXISTING IS WOOD NG, EX NG CONDITIONS MAY VARY, TE FIE VERILY THAT FASTENERS ARE I ONLY FOR lE E WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR S1DE CLOSURE PIECES 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSr1ALL BE LOCATED IN CENTER OF NOMINAL 9" I WOODS STUD EDGE Z X (M N I T IX,EDG DISTANCE 13 ACCEPTABLE FOR WOOD FRAMINGI WOOD STUD SHALL BE' oOUTHERN PIIIVV E" G-0.55 ORGREATER DENSITY, LAG SCREW SHALL HAVE PHILLtPS PAN HEAD OR HEX HEAD, 1L. REMOVABLE ANCYARS ARE. DEWAL7 PANELMATE, ALL -POINTS SOLID -SET B E R,A55 BUSHING L2. MACHINE SCREWS. SHALL HAVE 1f2" MINIMUM ENGAGEMENT OE THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. N.O 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES .STUCCO OROTHER WALL FINISHES. 14� ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15 * DIRECT MOUNTING CONDITIONS. 15 LINEAR INTERPOLATION 15 NOT PERMITTED FOR U5E WITH THE ANCHOR SCHEDULES U5TE73 - N THIS SHEE C_ i O U L U 0- O C . � CQ U -0 �- 0 (U� O ICU ' VJ O O O W O _tom `v U_ O •Cn -a O L �. ``Co VJ CL 00 C "C 'CI _ :P `! µ1 • Q L� O U _ c M LJ BL O ¢LLci N N f , O p d 3 � V •m CAA >P 4p G V Cn (D ^) U)) v I Y� O L �a U O LY_ UW V W c G Z Z Q SHEET NO. SH 1.51 - 11 - I III L _ _. __- -- I I - - III'R' , xI 19 j _ _ I ' Il 1 II _ '' I 1 ' 1 II I! ' 1' 11 1111 I'AI R" 114\'4' " ! _ I I I 1 I 1 I _ f _ ! 1 ! 1 1_ 1 w Twq . !I I f L Lo A04-ur►�n Pa�lr�S ur Town home IS`i l �� 3d10-7 Fallsla� �a� U (� IP-stiffs ho�.e, 1613 381IS Fc�l.� b P-S`j'1 b B P,5qy,q 16-ua6--tj .38 131 5p -ag �q I (o 3q�A 3812-9 TD"hWA,� �123 �Ilsfe�ew� �P-5tis� 3Bllq EqkAonc U