HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED U cf
Date: 03-13-2018 Permit Number:
3 = RECEIVED
Building Permit ApplicationMAR 16 2018
Planning and Development Services
Building and Code Regulation Division ST. Lucie County, Permitting
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Window/door
PROPOSED IMPROVEMENT LOCATION:
Address: 151 N.E. Naranja Ave. Port Saint Lucie, FI. 34983
Legal Description: River Park- Unit 4 Blk 39-Lot 5
Property Tax ID#: 3419-530-0191-000-8 Lot No. 5
Site Plan Name: Block No. 39
Project Name: Klaas
Setbacks Front 25 Back: 10 Right Side: 7.5 Left Side: 7.5
DETAILED DESCRIPTION OF WORK:
Remove and replace 23 windows and 3 sliding glass doors and 1 swing door
=CONSTRUCTION INFORMATION:
Additional work to be nertormedunder t ispermit—check a appy:
HVAC LJ Gas Tank Gas Piping _Shutters a Windows/Doors
Electric ❑ Plumbing Sprinklers a Generator 0 Roof Roof pitch
Total Sq. Ft of Construction: 5310 S�Ft. of First Floor: 2830
Cost of Construction:$ 35,000.00 Utilities: Ir(Sewer Septic Building Height:
OWNER/LESSEE: CONTRACTOR:
Name Natalie Klaas Name: Timothy Mehaffey
Address: 151 N.E. Naranja Ave Company: Mehaffey Construction Group, Inc
City: Port Saint Lucie State: Fl Address: 3564 S.E. Dixie Highway
Zip Code: 34983 Fax: City: Stuart State:FI
Phone No. Zip Code: 34997 Fax: 772-398-7111
E-Mail: Phone No. 772-398-7600
Fill in fee simple Title Holder on next page( if different E-Mail: tmehaffey@mcongroup.com
from the Owner listed above) State or County License: CGC1515512
[�=
nstruction is$2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: Not Applicable
Name: NatalieKlaas Name: Timothy Mehaffey
Address: 151 N.E.Naranja Ave.Port Saint Lucie,F1.34983 Address: 151 N.E.Naranja Ave
City: PortSaint Lucie State: City: Stuart State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: _A Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address:3564 S.E.Dixie Highway Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
Signature of er/Lessee/C ractor as Agent for Owner Signature Co ractor/Lice_ Ider
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF Martin COUNTY OF Martin
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this 13 day of March 20_ by this 13 day of March 20 by
Timothy Mehaffey Timothy Mehaffey
Name of person making statement Name of person making statement
Personally Known X OR Produced Identification Personally Known x OR Produced Identification
Type of Identification Type of Identification
Pro d Pro ed
(Si a[(407)
e;�„o [-3tat>:of (Si
s `°- RYAN LYNN COLLUPYA °` / PP�P�1 'a`'" P`° RYAN LYNN COLLUPYCommin MY COMMUSS1 N#FFP�oCom i}si ??or,.�,",. EXPIRES October 21,2018 +`� aEXPIRES October 71. 2018
398.0153 Florioallota service.com
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev. 8/2/17
TABLE 4A
�EQ
Mullion Capacity Table Ibsfie a #
x
Opening Width(for teMWUY-Sparring rvAcm)or Opening Haight(lor horiawwksparnirg muliorr) 12' a
SO in aD in 70 in 80 in Win 100 n 120 in 140 in ISO in
Rxmn w r im rr D .nD" Tr Tda,q. R.ct-"` Thorlo rQ. R..mnwler Tnrprm.rry. rleotnque, Trprnsrro- z
1 x 2.73 x w reWrd•,0. Reemno/a Thp/1Nelp. Raaarw Alp"rlag Roc+er�lu TnMlfela Reomnwl« ha✓Ta.n. rma
L-&V Lo dng Luednp La.dno Lowing LoWnO tnedn9 L-610 Lcedng 1--ing LmdnD Lmdnp Lo ding L-dng LoadnO Loadn9 1-," Lmdrp 074 'U
.660 Alum. LL
Tfli
r n r r !r r r r r r r r � g r
Tubea �0 a 6 �S-- �s a .-, ,. ., 'ate_ s u_ s
on 3 €B a � � . �� a �x N
v u u 124 v v vy v y u u v vv v v u v v v v u v v v E U
yypp a 26 6L s y## rg g�p `� 6" 5� re �� r� s � a € s`e �� yypp � Pig B c oo
_ 3rc i8 �rc � � � Y '9 9Q 1X �� 8g o S� i3 _� d 'g 5 - s _g t - d� OZ w
rc z >E� « ��. a s� drz s� �rc s� arc �c f� d`0.: §e s' i
42 n 170.0 620 170.0 433 170.0 744 170.0 470 170.0 Me 170.3 SW 170.0 202 170.0 510 170.0 1114 1700 501 170.0 1240 170.0 521 1700 NOB 170.0 521 156.7 1620 170.0 521 130.8 1620 170.0 521 � J �
46n 173.0 735 170.0 %4 170.0 Also 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 eel 170.0 1273 Iran en 1700. 1417 1700 460 Nta 1417 +70.3 eeo m.5 1417 170.0 6w 1063 1417 170.0 6w �
a
X.D5n 170.0 747 170.0 583 170.0 ate 17(10 431 170.0 too 170.2 634 170.0 1195 170.0 723 1620 1266 17MO 747 148.3 1288 170.0 756 CIA 1286 170.0 756 104.3 12N INA 756 91.4 12M 17MO 753 m LU o S F--
31n mit 707 1700 612 170.0 850 170.0 MI 170.0 1116 170.0 754 150.7 1130 170.0 0.0] 133.0 1130 1700 017 120.6 1130 17C.o 050 1005 11M 170.0 MI 116.1 1130 170.0 MI 763 1130 1700 861 'z m m �
W
eon 170.0 946 170E 701 1463 015 142.3 741 1253 213 144.3 746 100.0 013 132] 7Yd 07.6 015 113.0 724 673 015 110.5 720 732 015 114.4 715 028 013 1N.4 715 54.3 015 'NA 715 F-
$3
to Z
$3 n 151.4 030 181.9 710 120.5 no 13e.9 ON 105.5 030 1232 681 64.0 Me 1+22 1170 64.4 010 104.4 602 75.0 IM 994 1156 633 630 94.5 849 54.2 830 04.1 849 47.4 630 94.1 640 = j W m =
Mi. 1321 757 140.0 ON 1104 757 110.0 6M' 94.3 757 105.3 4124 R6 757 061 e14 7u 757 N.1 606 80.0 757 84.2 000 56.0 757 70.0 503 472 757 78.2 0m 41.3 757 761 MI z (L g U
w ALJ O
N 11 y
J 7217 1m.7 ex 106.6 ssx M.0 6]6 01.0. SIO 721 636 40.1 393 67.6 Ode 72.2 511 063 e3e 693 314 50.9 6x 1123 304 424 436 572 300 ]6.] 430 55.7 40.7 71.3 636 SSS W7 SZ
K � J a
70 n 06.5 671 W.4 406 72.1 571 768 4- O. 71 67.4 470 54.1 571 00.6 471 460 571 653 484 43.2 571 31.8 458 360 371 47.0 451 300 571 M.0 447 27.0 671 M.5 416
f
781, 80.0 542 89.4 474 467 542 70.0 453 57.1 542 02.1 456 W.0 642 66.7 440 "A 342 31.0 M2 40.0 542 473 437 823 542 42.9 420 211.0 542 40.5 425 25.0 642 40.1 423 r � �
00 In $21 407 53.7 3m 47.4 407 464 355 372 407 39.6 ND 325 t 407 353 343 28.9 407 321 790 Me 407 70.5 374 21.7 407 26.1 ]27 16.8 407 24.1 822 70.3 401 23.0 310 O F 0p
061. 429 350 44.1 320 33.0 358 372 314 30.7 356 32.4 300 20.8 3:0 2641 304 23.8 356 20.1 300 21.5 358 24.0 7.96 17.9 356 21.0 ?80 15.3 356 102 264 C % x' o
W
10017 70.1 247 90.0 2% 75.1 268 260 231 21.3 263 22.5 217 10.6 20.1 109 2M 10.7 243 16.0 240 t0.+ 261 las 277
� �
111 n 27.3 267 28.3 242 III 267 735 770 193 287 20.0 Z76 17.3 247 W 2231 111A 267 t6A 224 O N to to
120 n 220 229 ZL3 239 167 28 tab 705 167 ZN tat 202 >< C '3
TABLE 4B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: > Z
Anchor o Table b9 m
ANCHOR
206.41.10. 2.711 C-Ite 3.5.Cmc. clow CMU FWd CAu Pr wood Mew (DP„)X( )=ANCHOR CAP. U -d
5116"Flw 1/4.33 FJ»5111•Elco w•53 Elm i+0 914.1 172 9.M 012 St.9 MULLION
Anch«TYP0. Y1rElcolAb..on 1A•EcoUa.e.n YtrEbclxb.ee. w•EtoUa.om PRODUCT REVISED
Anchor Clip Pa09me tltr.6on Al1P.O.1« uu.eon Appte(7ear Saww 075)0oarw 1051 aemv(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
EoD.Dmla,n Mp r ZI/2- 1• 2-1Ir 3-Vr V 2-V6" i• 244 r 3-1Ar r 0.46• 3.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN auildlns complying with inn Florida
Em6.dme (n !Alla lair 1.3w 1x14• r 1-vr t-w' t-Y4• 1-V4• 1-1A• +-v4• r lair 1a/r ura. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Ng Code
2 AlICMI.®4.75'Min O.C.I Sltndad or timet gip(Fig.17 920 m ]60 b 450 V. BW ea 1M4 q 77090. 28010. 334 b 74013. 741. 6M 15. web 341 b. M2 rm 560 b OPENING,WHEN IT 19 LOWER THAN THE MULLION
NOA-No. 17'06$0.01
4 Anchen Q 115'Mio O.C./Sladad(«OmN)C8p ft.22 4W to Me h. WA WA WA WA 380H. WA WA WA WA WA 662 h. 6851 1120 e. CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021
4 Amho e r WL O.0 1 CI)215 Angle Glps/(Fill.37 7W In 780 b 600 iM 1560 a. 18M 6"a 540 a 560 w WA 780 W 74810. M0 90. 1692117 602 b. m 1 t2p 4xi MULLION.R WILL YIELD A MINIMUM ANCHOR i
2 A-hm Q 0.45•Min.O.C.11.14011p.rdo.125'Altm.(Ftp.4): WA WA WA WA WA NIA NIA WA WA WA WA WA WA 715 F. CAPACITY WHICH MAY BE USED TO QUALIFY By
1 A111 F-Cllp(Flo.ST 165 b 1251E 225 M. 446 b 822 94 1Ss en NOId 177 b J708a 167111. 932163 417 6,. 170 Ib 221 tla 2W IDs ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da rooim Control
2 Anchom 1.+5•MR O.C.1 Fg"(Flp. 2406 750" WA WA WA WA 19014. WA WA WA WA WA 341 PA 14216 5601W ANCHOR CAPACITYTABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: TABLE NOTES:
I 1.000U1 r
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
nut/l
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. LYNv
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" uGENyF'•.C(_i
HOLES TO BE
SHOW SUGGESTED,APPROXIMATE HOLE FOLLOWING DIMENSIONAL
06
IN THE FIELD RESTRICTIONS SHOWN ON SHEETS 11-23. '•• 9!i
*: No.587
ANGLE CLIP MUST BE USED IN PAIRS, - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED a.
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED •;
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' '0�... A7E 1'•:X41`
• (�
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT
II II _ LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 11 X 2.75,X.650•MULLION ��iAs1•'• ORIDI•,.•'G\R
LTHE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �'�7S�0NAL E'���`
11 11 - A'41'FILLER,P.E.
FL P.E.#58705
TABLE 5A n Q 13
MMIaon Capacity Table Pbam
Opening Wldlh(for Yerdmilyspariirg millions)or Operling Height(for mullions)
501n win 70 in Son so in loon 120,n 14019 t so b.
Rae6np11a TripTdag Rsenvular Trap'Tdaq. Raulalpda TrwMag. ReelanpAo 7nprTrirl9. R.ebn94ar Trep?d11 Recmrpda Tnp/Tnn& Recten9" TrRlTinang RActenpdar TrWftrra ReG.r�y ler hgJrnarp. ~
7-x 3.125'•x L4adrp LoadnO Loafing Lo4drp Lwdrq Lnedry L.*19 L-drp Lwdrlp M-9 Lowing LaadfiO Loedul9 Lo9dn9 Laadrp Lcadng Lnadiiv Loading
.600"Alum
Tutee Mull u pay ra€.�. 3' p� La IIQ t0.0d e.l- -L0 Z s 1L€7Ee`B �' �• �' .L�'$ l a-�' �a• t^s.0.. 11f�,.�11. S � t .'
15
1- J.1wi15 LU
0
42n 170.01 am IMC 435 170.0 744 170.0 476 17110 aM 170.0 506 170.0 N2 170.0 512 1700 1116 1711.0 52 170.o 1240 170.4 521 170.0 /444 17o.o 521 170.0 1735 1ro.0 521 154.4 1602 170.0 521 J
4a In 170.0 700 neo 524 170.0 660 Imo 504 170.0 0@ 170.0 030 1700 1133 170.0 Gal 1710 1275 170.0 877 170.11 1417 170.: 0011 157.7 7577 170.0 0611 135.1 1577 110.0 4161) 110.2 +577 1me MO N 7 N
50.826h 770.0 711 2 LL
170.0 544 170.0 MB 170.0 931 17110 Iola 170.0 664 110.0 1195 170.0 711 1MO 1345 170.0 747 170.0 1494 170.0 756 141.7 495 170.0 756 1219 14N 170.0 756 106.3 1406 170.0 756 W O° ~
54 in 170.0 797 170.11 612 170.0 IN 170.0 On 1ro.0 me m.0 751 170.0 7275 1700 am 1691 141. 170.0 637 140.5 1401 neo eye 124.0 1401 170.0 851 109.1 14M +700 801 93.4 7401 neo 091 $ m O to
4.3LLI
801n 17110 am 170.0 701 17D.0 1063 170.0 797 158.5 1156 170.0 9711 130.7 1169 1117.0 928 123.3 Me 158.9 017 111.0 1159 140.7 610 07.6 1155 144.6 003 79.3 1150 144.5 001 44.4 1158 144.5 003 F' 0 gU
S
63h 170.0 030 170.0 745 144.8 1049 170.0 650 137.0 10{9 189.5 8W 110.6 /oO 7417 816 106.5 1D46 1320 836 06.0 1049 125.5 826 79.9 1049 119.9 aM 44.5 1649 116.0 810 599 1040 +I&D 810
Min 168.6 055 170,0 744 139A -059 131.3 8U tial B55 1317 7M 1042 NIS 121.4 775 02A 955 1122 785 03.4 Ofd INA 757 69.5 065 44.6 740 44,6 095 05.7 746 521 9M 08.7 746 ? LU� {y; U
7th 128.6 an 134.0 447 107.4 ISM 114.0 682 012 443 101.1 lin 80A 803 012 850 71.4844 449 60 847 803 78.8 542 53.5 944 722 672 459 aW 44.5 625 40.1 8113 44.7 a27 W N § U
CCCCCC «cZZZ 0.Z
75 78 n 144.2 721 114.1 829 01.0 721 97.0 618 760 721 44.1 605 44.3 721 709 446 44.7 721 70.1 SM $4.6 721 1154 570 416 721 56.4 544 30.0 721 55.8 561 34.1 727 Se.I 544 7 Q 7 r-
73
70 In 101.0 aN 144.4 804 44.2 664 MA 587 722 544 70,4 544 44.1 444 711.4 Sal 56.1 664 $4.4 556 50.5 684 50.6 551 421 684 54.1 541 38,1 444 51.3 539 31.5 604 50.6 534Z F- Q
9017 05.3 514 67.9 458 049 514 57.3 448 47.0 54 440 44
. 0 41.1 54 44A 433 36.6 514 1 40.5 427 32.6 514 37.3 421 27A 514 33.0 412 21.5 514 30.4 405 202 514 29.0 403 � � Z
Mn 541 452 517 401 04.2 462 47.0 344 38.7 452 40.0 300 33.0 452 36A 3U 313A 452 32.9 378 27.1 462 30.3 373 222 452 26A 365 19.4 452 242 3% 169 452 22.8 355 0. to X 7g
10017 36.1 367 38.9 322 31.7 357 327 317 772 357 25.4 312 218 357 262 344 21.1 357 22.7 303 Iwo 357 20.8 244 152 J57 18.0 293 13.a 357 16,2 297 11.0 357 15.0 263 ^o W N%
111 h 35.1 336 3:7.6 305 262 176 30.1 301 211.0 330 26.1 208 27.0 338 7J.1 797 19.5 J38 20.6 244 17.8 3110 19.0 204 14.6 336 16.5 2711 72.5 335 1A6 277 11.0 379 13A 280
itch 77.7 780 262 767 211 280 23,7 750 19.8 244 20.5 256 17.3 244 1117 252 13.4 244 111.3 240 139 210 141 240 11.0 244 12.6 24C B.0 244 11A 736 17 244 111.4 232 Q x Q 0
Z
TABLE 56 ANCHOR CAPACITY ADJUSTMENT FORMULA: o if 1.;s 9U>O
AnehcrCe Teda ANCHOR CAP..,,,,,, O -A ��m�
9u0ru4fe' 21k 00-Is 15k Om0. Hdkrr CAU F1a0 CMU PT Wme Mdd (DP,a)X( )=ANCHOR CAP.,,,, O a° m �°���
ala ece yr 61 eco'il9 Ebo 1/r 66 Elco #V Stan 912 S1eH rnt Slad MULLION CAP.,,e,,,.,e
A11[la type 3179 eco Mra:m yr l3c9urron 6111 FJco unzon yr Fxoudacon fO5) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
Anehor COp Pataema Uneem A9peOSOr uaacon w4glaGaor Sep(06)Serar LGO) serer
EcW Datace 4M 1• 2-174' 1• 2-gr 3.1.47 r 7-v2 t' 2-v2 2 >L6' 7 0.!' O.Sr o.32r CAPACITY REQUIRED'CORRESPONDING TO AN as comp)ying with the Florida
EnI anrxr n 111/4• 1a/r tau• lair r 1-v4• /-v4• 1-v4• 1-vr I-vr 1-vr 2 1-50• law 1111744 ACTUAL PRESSURE REQUIREMENT FOR THE Build
A-ng code
2Anchm g475•MIn O.C./SWWWff0be1C1pw91) 31.611 3110b 45DM 4401. 1844M 270p 2W 354t 740Ite 374 IM 6641. 04a1. 0471. 4421. 59D 611 OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. '17-0630.01
A An:111-01.1^•►117 O.0/Stalmrd 1101aa1)Clip 9$ 4611 M no 1. N/A WA NA NA 3001. NA WA NA WA WA lag b am o0. 172o 1. CAPACITY(FROM THE TABLE)OF THE SELECTED lxp4atlon Dab 05/26/2021
4AnI&T MK O.C./(2)2k5 Argl:CWI ft 3) 78044 74151. 6901. ism FA Imi NOM 6601. NA 744104 7461. 9801. 16921. smin MEM 11E11. MULLION.IT WILL YIELD A MINIMUM ANCHOR
3A hM 00.45•Mn.O.C./U-C"hAD.129 Alm¢19 B NIA WA WA WA NA NM WA HA WA WA WA WA WA WA 10731. CAPACITY WHICH MAY BE USED TO QUALIFY 0Y /
IAr nor,iloo 6101, 79544 +051b7 M11 41151. 6971. 135 b3 14544 177144 370Ibb 1971. 332 Iba 475917 170 to 221 it. 260 Its ADDITIONAL ANCHOR OPTIONS FROM THE Miami-0i lmProduct on
2 AnOW 1.19 Mn O.CJF #9 2110. 3501be NA WA NA NA 1001. NA WA NA WA WA 91+156 40.Its 5601. ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
F1.000'•-1
FIGURE 1: FIGURE 2: TABLE NOTES:
_I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
_II 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3'12' `3 ,�QNY LYN*
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ;� i:•••'
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.F V�Ndf•••'
LI :
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATK)NS. No 58705
BOW * �
ANGLE CUP.VST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' VX 3.126'%.5'MIAUON •'• 8 TE '•• �
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT
• (1'VF MULLION) ,!2
LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'i FS•' ORl_DP.••'G\'C
THE MATERIAL.#109#12 ANCHORS INTO WOOD MAYBE STEEL,18-5 S.S.OR 410 S.S. /rs/O �{ �,,r.441,��
• a/LMNNIMILLcresP.E.
FL P.E.#58705