HomeMy WebLinkAboutWind Load Calculation JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 4630770 OR BOOK 4334 PAGE 2234 , Recorded 10/18/2019 10:05:35 AM
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ST. Lucie County, Permitting `
NOTICE OF COMMENCEMENT
Tobe completed when construction value exceeds$2,S00 00(Recorded copy needs to be submitted to the permitting office)
PERMIT A: TAX FOLiO If
STATE OF FLORIDA COUNTY OF MARTIN
The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida
Statutes,the following information is provided in this Notice of Commencement.
LEGAL DESCRIPTION OF PROPERTY(AND STREETADDRESS,IF AVAILABLE):
,rrmsu e ili-V e .DLUiL75 llill� %iii} C>P-� Z ' i l`Zt2r5l✓}�(C�l�ti 1� t�Lv.�AIA 3l2 r-ur Pier-r_�
GENERAL DESCRIPTION OF IMPROVEMENT: ft-f KW1- Wyk'rt-tif`l.LU V:)l(-j G 135 I-Ack l uaY.
OWNER INFORMATION OR LESSEE INFORMAT)AN,IFTHE LESS €CO i JACTED FOR THE IMPROVEMENT:
Name: C YGS V i t 1PGUlt'.#}P iIN411 r1
Address: V5:`.7U 14'h AVE, eali FI UI
Interest in property: jMWX
Name and address of fee simple title holder(if different from Owner listed above):
C0NTRACr�OR'S NAME:,,11 % 'f{Y� 5 S
Ibf)aIf Phone No.:(I2)
r2g�D'LS�t�iV(
Address: a54G Sj: DpciQ. j Lai auaa {—�.- tic-if
SURETY COMPANY(if applicable,a copy of the payment bond is attached):
Name and address:
Phone No.: Bond amount:
LENDER'S NAME: Phone No.:
Address:
Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by section 713.13
(1)(a)7,Florida Statutes:
Name: Phone No.:
Address:
4
In addition to himself or herself,owner designates of to
receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statues.
Phone number of person or entity designated by Owner:
Expiration date of Notice of Commencement:
(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of
retarding unless a'dfherent date is specified):
WARNING TO OWNER:ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713 PART t SECTION 713 13 FLORIDA STATUTES ANO CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS- UR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE FIRST
INSPECTION.IF YOU INTEND TO,OB ATN• LI
NA NG CONSULT WITH YOUR LENDER C1R AN ATT RNEY BEFORE COMMENCING WORK OR
RECORNNGYOURNOTIC&O CO A(ENC ' ENT.
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Under penakyy p�jtiry,tl!lFflare of have read the foregoing and that the facts in It are true to the best of my knowledge and belief.
Signature of Owner or Lessee,or Owner's or Lessee's Authorized Officer/Director/Partner/Manager/Attorney-in-fart
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c� Signatary's Title/Office
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i a The foregoing instrument acknowledged before me this day of (1�fi>;�t V 2-
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By: V..�l(A.+�'';t .(elf �T" as (s�l-�joc.Y for iJ��.wy t,, Ll�.:vC"iSr.
cr n Name of person Type of authority Name of parry an behalf of whom instrument was
�= executed(e,g.officer,trustee,attorney-in-fact)
F,
.,e {��ui�1f�14i_� f
Personally known�at produced Identification Notary's Signature Type of identification produced
ta'
r (Print,Type,or Stamp Commissioned Name of Mata
ry)
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ADA Accessibility Disclosure Statement—This document may be reproduced upon request In an
' alternative format by contacting the County ADA Coordinator (772) 320-3131, the County
Administration Office (772)288.5400, Florida Relay 711,or by completing our accessibility feedback
form at WWW.Martin.fl.us/accessibility-feedbaqk.
Rev.01-19
DIBATTI
DESIGN NOTES: ,,II 048223 P.
SITE SPECIFIC FLOOR PLAN: FLORIDA BUILDING CODE SIXTH EDITION(2017)ASCE 7-10
SCALE:N.T.S. Vult=170 MPH/Vasd=132MPH (3 SECOND GUST),EXPOSURE'DENCLOSED STRUCTURE, G,.••' V
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpI=+/-0.18 19
qh=0,00256*Kz*Kzt*Kd*V*V
P=qh(SGCP)-(GCpI)) RE,9EIVED;1p
MRH=50,ZONE(S)AS NOTED,ROOF TYPE MONOSLOPE,R OF SLOE 0
N PRESSURES:NOTED BELOW _ 2e rvno _
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPR VACS N0V = .•
NOTICE:IF TNI BM[ E
" GENERAL NOTES' (( . >O D COMTA W-Ew NEUNA
ST.Lucie County,PerrniEffjly 1GNATBRE q B L CIq EGL:
1/Q IF THERE ISA�7,GRAL
1. THIS ENGINEERED PLAN ISIMENDED70 PROVIDE BRE-SPECIFIC DESIGN PRESSURES FOR THEREFEREN 0 CERTIFICATION.
6E••.•A BIGNATUI(E pN6F1Et71,TH15
OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS.NO COnIFIGRON,ERHER�� Ai $NEST p�RY7[A DIGITALLY
IXPPESSED OR IMPLIED,IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED AIONO•vwnT{(� $$ I•E..S5llAll REtMIN IN
THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. '%// DR L,,i��pRHATrB FAINTED
yz 2. NO CERTIFICATION O0.REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. EGRESS ISSUES ARE TO BE//II CODS!by TM18 DOCUMENT
40DRESSED SY TI1E PERMrrrING CONTRACTOR AND THE LOCAL BUILDING OFFICUL ARM NOT CONSIDERED SIGNED
3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE THE CERTIFICATION OF WATER AND SCALED,IFUM IS NO
INFILTRATION OF FIRE SAFETY'. DIGITAL SIGNATURE ON SHEET
4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES THE OR THIS SHEET DOES NOT
EXISTING FRAMING.IF ANY DEFICIENCIES ARE FOUND IN THE OUSTING HOST STRUCTURE,THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTAIN AN ENGINEER'S
CONTINUINGCONSTRUCTION AND RESERVES THE RIGHTTO RE-INSPECT AND RE-EVALUATE DESIGN.NO WARRANTY,EITHER EXPRESSED OR °RIGINALSIGNATURE85EAL,
IMPLIED,IS CONTAINED HEREIN.SINCE RIS NOT PRUDENTTO PERFORM DESTRUCTIVE TESTING AT THIS TIME,THE WMRACTOR SHALL THIS SHEET ISACOPYDRAFT.
VERIFY DURING CONSTRUCTION THAT THE SUBSTRATE IS OFTNETYPE AND CONSTRUCTION THAT 1S IN CONFORMANCE WITH THE INTENT OF
THEM DUCT APPROVAL BEING UTIUZED WHICH MUST BE SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER �N
IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED.USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF7HESE TERMS.
MBD 111' S. SYSTE+IS SHALL BE AS NOTED HEREIN.ALL REFERENCES TO EXTRUSIONS&INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURERS _ o
SPECIFICATIONS AS SUMMARIZED HEREIN. W I)n 8 E
fi. AM 3UNCIU E CF EMERIOR MUSTER AND FENESTRATION PRODUCTS SMALL BE SEALED WITH A SEALANT COMPLYING WITH MIM 800 AND ��LYT�T F-1.1$ O
ASTM C 920 CUSS 25 GRADE NS OR GREATER FOR PROPER JOINT E IPANSION AND CONTRACTION,AND ASTM C12810R MMA BIZ FOR THE W UJ U?LL iSgi N
TYPE OF SEALANT TO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION.
BUILDING FOOTPRINT 7.' THE CONTRACTOR 15 RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. W LL(A
B. ALLCONCRETE SHALL BE UNCRAORED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O.AND SMALL BE MINIMUM 1.5X F♦VR
THICKER THAN ANY MEMBER EMBEDMENT.ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND z W W(QLL 3O
PLAN VIEW I SHALL BE IRON-FREE,NON-SHRINK AND NON-REACTIVE. LL ~Q .S
9. FORALUMINUMATTACHMENTS ALLANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCEAND 2.SxD1AMETERMIN SPACINGTO UI Q LLI �L
ADJACENT ANCHORS,UNLESS NOTED OTHERWISE Z
a b 10. ALL FASTENERS TO BE E12 X 3/4'OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL.OR CADMIUM PLATED OR z S i m
OTHERWISE CORROSION RESISTANT IMTMIALAND SHALL W MP.Y WITH ALL APPUCABIE FEOERAI,STA E,AND LOCAL CODES. I I� w N O w
11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA THEY MAY VARY SLIGHTLY,TO THE IXIEM THAT WW O _j W
THE OPENING AREA IS NOT SMALLER THAN 5%OF THE ENGINEERED DESIGN.CONTRACTOR 15 TO VERIFY ALL FIELD DIMENSIONS PRIOR TO U W 4
INSTALLATION. Tri QQQy
O 12. ENGINEER SEALAFFIKED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,et.11. W d=DOZY
1 INDEMNIFIES B SAVES HARMLESS THIS ENGINEER FOR ALL COST B DAMAGES INCLUDING LEGAL FEES 5 APPELLATE FEES RESULTING FROM
MATERIAL FABRICATION,SYSTEM ERECTION,B CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,A O LU
FEDERAL CODES B FROM DEVIATIONS OF THIS PLAN. PD 0
13. ENGINEERING E%PRESS HAS NOT VISITED THIS JOBSRE.INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND .y
MEASUREMENTS.ENGINEERING EXPRESS SMALL NOT BE HELD RESPONSIBLE OR UABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
EA3
---- O OR MEASUREMENTS. LD S.WORK SHALL BE FIEVERIFIED PRIOR TO CONSTRUCTION.ENGINEERING EXPRESS SMALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING
FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
BALCONY 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ME INTENDED. .Z. >O
g ® •ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OURCERTIFICATION• LA
DESIGN INFORMATION: Q m a
Z Q �
DESIGN PRODUCT APPROVAL MUWON 2 J O O Q
® MARK QTY WaN(In.) 20NE PRESSURE 5 APPROVAL/ PRODUCT MODEL PRESSURE APPROVAL• MULLION SIZE(N.) W LL O W
® SENTINEL 110 - HLLi3 u f-,O (Wj
1 (1) 37.0°x 73.00 4 +49,]3/•54.°1 17-SOIB.OB ALUMINUM SINGLE +75/-75 N/A N/A 0 O Q ry W d
Y HUNG WINDOW p N 7r N CT F
H SENTINEL 110 a p tN R {W/1 0 O
2. (1) 37.00x72.00 4 +49.73/-54.04 I7-1018.08 ALUMINUM SINGLE +75/-75 18-0117.01• 1•](2.5'%0.125' n K 2
HUNG WINDOW N Q CA LL
• SENTINEL 110 O V
311 (3) 3].0°x72.00 1, +49.73/•54.04 17-1018.08 ALUMINUMSINGLEf75/•75 18-0117.01• 1'%2.5'%0.125' O
DOW
UNIT UNIT -30FT ABOVE HUNTINE 110 L7
SENTINEL 130 W �
3 (1) 3].00x]3.°0 4 (49.71/-54.04 17-10I8.08 ALUMINUMSINGLE +]5/-]5 N/A N/A = U
HUNG WINDOW
NEXT
GRADE
q - SERIES SENTINEL uu�I C
E DI (1) 72.00x 96.00 4 +46.57/•5°.88 19-0603.03 150 ALUM SUDING +60/-60 N/A N/A F m
DOOR UNIT GLASS DOOR 8
SERIES SENTINEL' 6t
NEXT D2 (1) 72.00 x 96.00 4 +46.5]/-50.88 19-0603.03 150 ALUM SUDING +601-60 N/A N/A i y
GLASS DOOR B�'p
SENTINEL 110 '
DOOR 4 (1) 37.00x72.00 4 +49.73/•54.04 17-1018.08 ALUMINUM SINGLE +75/•75 N/A N/A )1
HUNG WINDOW G ig
d SENTINEL 110 3
00 SB (1) 36.00x72.00 4 +49.82/-54.13 17-10I8.OB ALUMINUM SINGLE +7S/-75 18-0117.01• 1•%2.5'%0.125'
HUNG WINDOW ✓1
v-t TTYF��¢� SENTINELIIO �L
pl C�e ®qy p• 5D (1) 36.00x72.°0 4 +49.82/-54.13 17-1018.08 ALUMINUM SINGLE +75/-75 18-0117.01• 1'%2.5'%0.125' x§
Y•LL AA✓ HUNG WINDOW $y
SENTINEL 130 poll 72.00 4 +19.]3/-54.°4 17-3018.08 ALUMINUM SINGLE +75/•75 NIA N/A t poll
REVIEWED 1pP. HUNG WINDOW 3 ,
_--- REVIEWED FO DRAWING NOTES: ., WPYRIGM ENGINEf%DAl55*
IMPGMB: S•ANY WOR PRODUCT SMALL IXR ONLY TO E
IUSRNG EAICONIES WITH EXISTING I3'HIGM APPROVED GVAg05 WNICN SNALL NOT 19-7821
CODE JOtlr fA C ETMSSHEETISINTEN°EDFOR USE IN PROJECTS WITH LEVEL 01ALTERATION IONLY.IFLEVEL OFALTEMTIONISDIFFERENT,THIS
WALKWAY WNTACTED FOR ADDITIONAL CERRRGTION. BGLELNT9 UNLESS N
OTED
ST _UCIECO A
WIWOWSMUST NAVE MINIMUM SILLHEIGMOF24 WCNE5.�OPERAO EW NDOWS WITH SILL RIGHTS OWERTW I2INCMES THAT DO J1 DP�
F ,P OPENING TO WHIC�TIAI4m'SPHUERE W3Pps5 iNROVGN ATT ANPYIPOINT BELOWJ6'(IXCER OA RESCUE WINDOWS WH CH IN THEIEYEMOFANNEMERGENCY G I
FLOOR PLAN AND UNIT LAYOUT y'��C�\�1/A wAfEGUARDESWHICHISNO NCLU�EDiN H15 OCNu ENTWNFIGUMlI0N5HALLALSOHAVESEPAMTECER HGTONCONFORMINGTOFBCFOR ILJII
c _1 HFLA ADDL]GBLE,WLND PRESBU0.B INFORMATION IO0.lI5TE0 SMVTTE0.PRDOURB HAVE BEEN GLNLATED USING WIDM•NEIGH/](EPFECTIVE AREA•H•M/J)
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