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<br />� j=14
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<br />12*
<br />INJA
<br />12'
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<br />V & 21 (TOP)
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<br />1.
<br />4-
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<br />41�'
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<br />61
<br />1.
<br />1.
<br />I
<br />"6�01 -7513
<br />N/A
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<br />N/A
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<br />H/A
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<br />NIA
<br />N/A
<br />----
<br />- -N/A
<br />12 Ili
<br />�-�
<br />III
<br />2' (Bottom)
<br />70, OR LES
<br />7'
<br />N/A
<br />6 1/2-
<br />K/A
<br />4 1727-
<br />1 4 Ili
<br />H/A
<br />3' (TOP)
<br />12'
<br />N/A I
<br />- 12"
<br />N/A
<br />9 11r
<br />N/A
<br />I 9 t/2'
<br />N/A
<br />3' (BOTTOM)
<br />. 12*
<br />N/A I
<br />Ir
<br />N/A
<br />12,
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<br />1
<br />12'
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<br />1 12-
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<br />* LIMITED TO B&O p,i,f. &SO. DESIGN PRIESSUINE RATING,
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<br />FRANE SULDING,
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<br />� I LENGTHS PER SHEET 3.
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<br />SHEETS 0 TwRouct" to)
<br />12 T/2- OC, (su fABLE 01 ON
<br />SHErs 9 & 101)
<br />Cri AND FLOOlt Mouns
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<br />SCALE 3/8-,.
<br />WALL MQUONG ,I �Q -i ERS (9) OR a
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<br />24 GAGE O&VANIZED STEEL STORM PANEL vl�
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS 9 & 10)
<br />NQjL FOR COMBINMIOR-GE-AECT11i
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN MY WAY TO SUIT ANTY
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<br />GLOB& PROTECTION PRODUCTS, 67/0/"
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<br />#41ALLATION.
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<br />INIQ EX15TING WQ90 URUCTURES
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<br />PLATE 14 ITAT OR ON con '. I , - I
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<br />�� to MMALP"M �j 01 NV11.112-0011, IA BELOW) I "' vjC,;1iv,,-"iW1 YA�*,Dlw
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<br />- I IMSTA��tji
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<br />I� INSTALLATIONS ARE ONLY VAUD FOR 91.41.011450 WITH A-&D. Mi LO" , -, ION ALTERNATIVE 4'
<br />, 1�� jit"Jumi SCALI 1/4--v
<br />Lai 70 +660� -7Z." 00 AND PANELS LENGTH UP TO 5'-10*- E I- I . . .
<br />,01, Ir Ai ItHATM s!*w
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<br />. . . . , -
<br />- , - 717 ..
<br />� - 177 ...'. ` , SCA 1/4'- 1 "
<br />_DUFNENK
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<br />2 FOR NEW = FRANE CONSTRUCTION. WOOD ME TO BE �M , U ... ..
<br />P"EL Hit' SKCWC DENSITY OF 0,55 OR EDUAL , ,< ��-Pllk,
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<br />MI 1IOULID 1,10 . I* ........ � Axi Iiii
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<br />MAXIMUM PANEL LENGTH
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<br />PRESSURE PAYAM
<br />(Pi 0 or -)
<br />C04ORM It WOOD
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<br />ELEVATION
<br />1)(1) L+� MAGIAN ALLOWABLE PANEL LOWN! FOR A Ghi KSrM ASA DESIGN LEAD,
<br />L, MAX ALLOWABLE PANEL UBIGTH to* A GNEN NECATW XSM DESIGN LOAD.
<br />I (2)!!��TO-Mluww MAXIMUM PMEL LeNali . . _ I
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<br />- , -,:-:3 3: MAX
<br />-
<br />- W 4;75 I mIt.
<br />& 4W/7
<br />I i'll 40, GAP
<br />24 WE GALVANIZED STEEL STORM PANEL
<br />.09AL PROTECTION PRODUCTSI LL
<br />20-i75
<br />arlom N.
<br />-
<br />I � I'll- MIAL 10 .. .. I I ILS FOR REGQLAR EANUX
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<br />�'�1'11 , WOOD ANCHORS "' "'. �� 10
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<br />;1 �� 1 , � , EEO= CONORKINS ARE - " � VAIV Hi SHALL BE WKWAID
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<br />" � , SWETL 11) I Mft 4 A scowilt'" Fivill tz Ili a;, vi
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<br />11 - -, .1 i -L, (2) MANCIA51 31i fti UNION 0 WALL MQUHMI HOW IfORIOU11L ")
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<br />"a AN DOW 110:00 "Uthe WALL .4-" 3/si 1 i
<br />X-TERMWE I W VALID MR AIND ZOM3 1. 2 3 AS DEFERING W AM
<br />I C-Im VANUM none 2M DIA EDITION) OF THE 11.0100% i
<br />SCALE 3/i (4) =Ln wi ONLY FOR WING I IIULDINC CW-
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<br />.1 FLORIDA BUILDING CODE (Non 11111h Velocity Hur no Zan*)
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<br />: 1. INSTALLATION ARE MY VALID FOR MAX, ASO. 4 : NO, 44157 * -1 ADM lxnm w- F--.
<br />DESIGN PRESSURE RATING ,1P.s.0 AND PANEL LENGTHS - . 1 24 CASE GALVANIZED STEEL STORM PAWL
<br />I I . DIAWN W.
<br />*
<br />TOP & GOMM MGUW)NGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z t *wz
<br />7S STATE OF � - Z 11LIFE C 07\ MOS& PROTECTION PRODUCTS, LLC. -/--
<br />COM&NED IN ANY WAY TO SUIT ANY ALTERNATE 2i -O' , -- wre
<br />INSTALLATION. V010 , AZORIDI"i- - AEV:4,ip mm 50. 5 SOW
<br />0 .1 ..
<br />2. FOR NEW WO D FRAME CONSTRUCTION: WOOD � = 000. 03DIA
<br />"i eii
<br />41,
<br />0- �- ��--
<br />� ,NUNE,UUNI rAX, (964)OW-Iii 20-175
<br />.F-
<br />1 - i - - ATA�7,,.
<br />MEMBERS 'M BE SOUTHERN PINE No 2. W/ SPM]FIC Z
<br />DENSITY OF 0.55 'OR EQUAL, ck-COWNI ZMWW Iw
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<br />��I.L��M �i�!I (C) ig-'amDsg-ywlo-jpo-�OAAM-'�-r-ZLt-WL'
<br />OMMM-VEN-T (P.E D) HAS BEEN VERIF) ED FOR COMPLIANCE 01, ACCORDANCE 1/4"If TAPCON ANCHORS, AS MANUFACTURED BY IJ.W BUILDEX. INC
<br />WIN THE 2020 i EDMON) Of THE FLORIDA OU _ 114
<br />U - I
<br />DMGN WIN LOADS SHALI BE MERMINED AS PER SECTION 40 OF INE ABOVE WENT10NED CODE. FOR A BASIC WIND - 7/16'0 , 5/8" WOOD BUSHJNG, AS D[STSUTED By ALI POINT SCf", BOLT & 1MULTY C,
<br />2
<br />SPEED AS REQUIRED BY THE MISDICTION ti STORM PANEL BE IRSTALLED. AND FORAL DIRECTIONAUTY FACTOR
<br />90�0,55, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (A�SOI DESIGN PRESSURE RATINGS INVICATED ON SHEETS C 1) MINIMUM THREADED PENETFATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' ,OR ELCO PANELMAIE PLUS
<br />3. 9 THRU 12 & 17, 18, AND PANEUMALE FEMALE III
<br />IN ORDER TO VERM THE ABOVE CONDMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE fIRST
<br />REDUCED TO Iii DESIGN PRESSURE MING BY MULTIPLYING THEM BY B& IN ORDER TO COMPARE THESE Wi MAM, (Ai C2) MINIMUM 71WADED PO4ETPATION Of LAIG SCREW, INTO THE WOOD FRAME UNIT SAIL BE 1 1/2' NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS �3. 9 FNRLI 12 & 17. 18 PEWTRAYi INTO STUCCO SHALL. BE CONSIDERED AS PART OF THE RECURED THREADED PENE-TALOON
<br />IN ORDER TO VERIFY THAI ANCHORS ON YHIS P.JED. AS TESTED WERE NOT OVER STRESSED, A 3= IKWASE IN ALLOWABLE
<br />STRESS FOR VAND LOADS WAS = USED IN THIM ANALYSIS. FASTENM SPACING TO WOOD HAS BEEN DETERMINED IN C.11) MINIMUM EDGE DISTANCE OF LAO SCRM, WTO WOOD SHALL BE AS INDICATED IN 1INTS Mwili
<br />ACCORDANCE WITH H.D.S. 20111.
<br />STORM PAIii ADCQUACY FOR VARACT AM WHO RE&SIANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 16M.1,2 OF CA) MINIMUM PENETRATION OF WCOV BUSHING SHALL BE 5/6' 1/4" O-ZO SCREWS USED SMAJ. BE I 1/2' Logo MINIMUM
<br />TKABOVE MENTIONED CODE AS PER AMERICAN VEST LA13 OF SOUTH FLORIDA REPORTS #43814,01-01 AND #O2I9G2-09,ASS SHOULD STUCCO EXIST, AND 11� 1604UW MR WALLS WITH NO STUCCO,
<br />PER WU fZ-09 & AM C =-02 STANDARDS. AND AMERICAN TESPING LAS SOUTH FLORIDA REPORT #IIZ3,U1-I0 A' PER
<br />TAS-201 AND TAS-203 PROT000I.S. AtAD AS PEP CALCULATIONS PERFORMED IN ACCORDAKE W1 SECTION 1604 0. i IN CASE THAT Pi STDA, OR. PAMAV CONCRETE PANELS, STUCCO OR wow BOARDS IIE FOUND ON THE CfTSTINO
<br />WANI. ANCHORS SHALL M LOW 0140i ,to REACH THE MAIN STRUCTURE SE14NO Sutil PANELS,
<br />ii SWILONC COM-
<br />ANCHO"Of SHALL BE AS MENTIONED IN C 1), C 2) & G.4)
<br />2. ALL ALUMINUM CKTRUSIONS, 10 HE 60r,i ALLOY AND 4EMM. (UNLESS OTHERMSF NOTED). SEE SHEET 2 [" ANCHORS SHALL BE INSTALLED ML1,00104 ALL OF THE RECOMMENI)ATIONS AND SPECIFICAT]i OFINT ANCHOR*$ MANOFAMAIM,
<br />� ALL ALOMINUM SHED METAL USED AT CLOSURES SNAIL, Hi 310!f-li ALLOY, t! PANELS - �
<br />4 ALL STEEL Ili METAL PANELS SHALL mAW STRUCTURAL QUALITY STEEL AVV A-653 ORADE 50 MINIMUM. 0-90 GALVANIZED URCi ti) ENCEPT THAT NEW"(; &a .
<br />SIML DESIGNATION Wi 92 2 kv (AFTER RQU"), 9 IT SHALL BE THE RESPO
<br />5 ALL SCREWS TO BE STAINLESS SrM 304 OR 316 AISI SERIES DR CORROSION RESISTANT COATED CARBON SIM AS PER DIN ATTACHED TO INSURE PROPER ANCHOWGIL THIS $'If
<br />BUILDING&
<br />50016 W1 !f13 k,i YIELD STRENGTH AND 90 kitt nNSILE STRENGTH! AND SKILL COMPLY W/ FLORIDA BIMA)ING 00" SECTfolif
<br />2411 3 3A. 10 EACH REGULAR STORM PANEL Wi LENGTHS OVER 90', AS PER SECTIORS 1, 2. 4. 5. & AND ALTEANAINTS, VW. 3W & 4W ON
<br />ADLECI:-�MA EAD'i VISIBLE 11AIRKING, INSTRUCTINq DONER OR TENANT TO
<br />R
<br />9 ErTS 4. S. 6 & 7 %�
<br />�Mny4EI=VAVE
<br />6 BOLT$ TV) BE ASTM A-307 GALVANIZED STEEL OR Ai �SDA SERIES STAWLESS STEEL, WITII 36 k1h WMMUM YIELD STRENGYi SH ,rNT URV %
<br />ECURE PANELS WITH DS F HURRICANE WARNING
<br />0
<br />7 ANCHORS TO WALL SHALL WE AS FOLLOWS. I'. THE INSTALLATION CONTRACTOR IS ft SEAL/CA" ALL SHUTIfR COWON�Nl EDGE$ WN-CH REMAIN IN i:ONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WfW/RA4h'WMUSM
<br />(A) TD-Ef.'M&-ePUR&a&�
<br />- 1/4-f TAPCON ANCHOn AS MAKWACnMED BY 1.1,W. BVILDEX. INC (Min, F3!92 P.3.0 12 Mft PANEL KIFALLAMN SHALL CONVILY MIN SPECS ININCATED IN THIS OAAWING PLUS ANY BUILDING AND ZOWNG REGULATIONS
<br />- 1/4' 0 x I/Ir CALX-IN ANICHOM, AS MAHILIFACTURED By DEVALT 94C PRWDED BY THE JU"DICTION WHERL PERMIT IS APPLED TO.
<br />- t/i � 3/4" SOUD-SET ANCHORS. AS DGIRIBUTED BY ALI. POINT SCREW, BOLT & SPi CO,
<br />(Mr. 1,..30N p.i 13 o) THIS PRODUCT EVALUATION DOCUMENT (P.F-D) PREPARED BY THIS ENGINEER IS GENURIC AND DOES WIT rg,OMDT, INFORMAi
<br />I
<br />- #14-10 FANELMATE FEMALE 0 a OANtLMATE PLUS ANCHORS, AS MANUFACTURED fly FLCO UINSIRUCTION PRODUCTS, FOR A SATE SPECIFIC PROADUT; � WHERE THE SITE CONDITIONS DEVIATE FROM THE PCO
<br />- 1/4-0 ZAMAC NAILHI ANICNORS. A-5 WINVFACTURED BY DEWALT. INC. (0) C"ACTOR TO BE RESPONSIBLE FOR INC SELECTION. PURCK451: AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />AT) MINIMUM EMBEDMENT OF TAi AWN095 INTO POURED CONCRETE SHALL BE 1 1/4'; 2' FOR E-AX0, PANIELVATE AND BAM ON THIS P-E-M PROVIDEZY Af/i 000- NOT DEVIATE FROM THE C(PIDITIGNS DETAILED ON n4s� wwmrw
<br />CONSTRUCTION SAFETY AT STE 4 ISE CONT[RACTOR'S RESPONSIBILITY
<br />I 3/4' FOR ZAAIAC NAILN AN040",
<br />A,2) CAi & SOL)i ANCHORS SHALL BE EMBEDDED 1/6' W10 THE POURED CONORM NO EMSEDMIEW INTO (0 THIS PRODUCT EVALUATION DCVJMW VAUL BE CONSIDERED 04VAUD IF wi
<br />STU= $HALL BE PERMITTED. 1're 0-20 SCREWS usilf SHALL WE 1 1/2" LONG MINIMUM SROUILD SW-kl EMT, (4) SITE SPECIFIC Pi IINALL M PREPARED DYA FLOROA REGISTERED ENGINEER On whili WHICH Iiii MCOME THE
<br />AND I' MINIMUM FOR WAUS VTN NO STUCCO, A14D VAT BE HEAM SCREWS OR ALL nNnifini $CAM W/O HEAD. ENGINEER OF RECOM (E4A FOR THE, FROMM AND WHO WILL BE RESPONSIBLE " 114E
<br />eLff Yi WING NUTS IifH . ING AS A MIFGATEO CNIGINCER TO I FK
<br />PROPER USE OF THE PEO GU,EER (IF RECORD, ACT
<br />P�ED ENGINEER, SHAL6 SUBMIT 'TO THIS IATITA THE 'VIE SPECIFIC OPAWMS FOR AEVEW,
<br />4.3) IN CASE THAT PRECAST STORE. PRECASt CONCRETE PANELS, PAVi STUCCO OR WOOD BOARDS BE FOUND Oti THE
<br />EgiSTRIC WALL OR FLO", ANCUOPIS SNi BE [-ONIC MOON TO REACH THE MAIN STRUCTURE SO4IND SUCH PANELS (ii TMIS PEO. SHALL BEAR WE LATE AND OMINAL SEAL AND SIGNATURt OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AN MENTIONED Ik A I) AND IN A.2). ENCJNEER OF RECORD THAT PREFARI It
<br />(8) TO N C. svt &K M L.bSw- 1�.-Ml I.. SHuTTER MANUFACTURERS LAW, SHALL OZ LOCATED ON A READILY IA54ME LOCATION AT STORM
<br />_vw -0199L.Wk
<br />- 1/4: : TAPCON ANCHORS AS MANUFACTURED BY I 1. W OViLDEX. INC. PANEL SHUTIU IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL
<br />SHALL 13E PLACED FOR EVERY OPENING LABELING TO COMPLY i -SECTION I 71"G.3 Or THE
<br />I
<br />- lit . 7/3' CALX-itil AARINOM AS MANUFACYURED BY DEWAi INC, FLORIDA BOILING CODE,
<br />- J/i x 3/4' SOLK)i ANCHORS, AS DISTROUTED BY ALL POINT SCAEW. BOLT It SPECIALTY CO.
<br />- #14-10 PANIELUATE FEMALE FD AND PANELMA--PLUS ANCHORS, AS NANUFAMRED W ELCO CQN!i;ITl-UON PRV�Mltajj,
<br />. , 4
<br />- 1/4- 0 ZAIi NAJUN ANCHORS. AS MONUFAii BY DEWALT. INC III: Tz %,
<br />0 ,-kti - - - - � �11X
<br />-Pe",
<br />9,7 I) MINIMUM EMBEDMENT OVIAli ANCHOK F1--0 PANELMATE-5 AND ZAMAC MUN ANCHOR. "i ME ow ,
<br />N,Ti*-�� FLORIDA BUILDING CODE (Non High Velocity Ji Zone)
<br />. Cone
<br />BLOCK LAIR SHALL OF 4 1/4- 1-1 .1, ' - I
<br />. A"010 14.1i f"K. TA
<br />;� ` I *. It= Ott- wr
<br />,
<br />92) CALX-iN Ik SOUD-SIE'T ANCHORS SHALL BE EMBEDDED 7/8' INTO tHE CONCRETE BLOCK UNIT. No a N6441 67 - 24 GAGE GALVANIZED STEEL STORM PANEL
<br />STUCCO ,;HALL BE PERMITTED. 1/4' i SCREWS USED SHALL BE 1 1/2' LONG MINIMUM S�OULD wx. * ,- �-= �- -TIE C �0
<br />AND I' INIMUM FOR WALLS WfT4 -NO STUCCO. ��' . -� , /1�1--L
<br />\ 01"""n'
<br />S - STATE I F -7 , - \ GLOM PROTECTION PRODUCTS, Li .71,
<br />_ ... . -
<br />4--rz, " �Awf " Z, 6-1.0, -,
<br />L N a oNi I, ,1Xh4
<br />0.�) IN CASE THAT PRECAST SICNE, OR PRECAS1 CONCRETE PANIELS, STUCCO, OR WOOD BOARM BE FIT , ;�k..Ii �-..-i , 20-175
<br />EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN VRUCIURF BEHIND SUCH ,,�N 'k v � a ftow, cniiqus.nii ,ii Dfoqw-",
<br />s . 0
<br />"
<br />ANCHOWE Vi BE AS VFj"ONEV IN 0- 1) AND N 8 2) if,�,/OIVAL ��- PA-Cooli - 1 0"Ali -
<br />...... 9
<br />offlall ,E sm I "umimmi *MI kall i�,. I 1, - ,,-I- � - I - H,
<br />-
<br />-, - , - ---- - ,
<br />I
<br />I
<br />INSTALWIQN QEIA-IU EQR REGULAR PANJEL
<br />I
<br />INTO POURED CONCRETE OR CONCRETE BLOCK SjRjj9jURE$
<br />TIi,ia POURED CONCRETE STING MORO CONCRETE
<br />--gsww "..m
<br />: KIT BLO" � OR CONCRETE BLOCK
<br />- 11 REINJOEIG, 11 , REQUIRED.
<br />CONCRETE ANCHORS � CONCRETE ANCHORS ,,,
<br />�
<br />IsIr SC1=1 10)" - jbu bCH"I"'Lut UN 11 � % =ZV0111110
<br />"En 0 T , 1 �02 SKM TITO- ,.I � �" (q
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<br />� 1, I �, 11 C ISEE SCHEDULE ON ... �-
<br />. ?
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<br />F-110 -� E � SHEETS 9 THROUGH 10� I
<br />I , �
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<br />"tz I " I_ , ": I .
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<br />F - TO - - TO GLASS - I wiaiiiii I . 11 1111111, � ,� I
<br />1000" 00 Ifi -At UNCIN 00 Ii
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<br />TO GLASS.
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