HomeMy WebLinkAbout314 W Lake Mary Blvd 18-2351; INSTALL NEW STOREFRONTCITY OF
Ski!40RD
FIRE DUPARTNIUNI'
Building & Fire Prevention Division
PERMIT APPLICATION
Application No: 1!8
Documented Conswuction Value: $ 1 -2-1 0 0 c-),
7? t Job Address: 1'-,4 /,ZF- M kr V I - Historic District: YesF]NoR
Parcel ID: 7, 0 x C', C." 67 0 ResidentialFICommercialEl
Type of Work: NewEl AdditionD Alteration[] RepairD DemoEl Change of Use Move El Description
of Work: o""', Plan
Review Contact Person: _L71, L Title: J
Phone:
7 S 45 Fax: Email: 1 a6l Property Owner
Information Name Phone:
Street: 3a
6 , 4Z _TP4 Resident of property? City, State
Zip: 'BOCK 3' Contractor Information
Name Phone:
Street: 17
Fax: City, State
Zip: paf('e r State License No.: Architect/Engineer
Information Name: phone:
V;7 Street: Fax:
City, St,
Zip: ZA i C' lY41? Y 7/ 3.
2 E-mail: I C,
0 Ar Bonding Company:
Mortgage Lender: Address: Address:
WARNING TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC R PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE 0 ( ;;y E RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECT101 N FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE F F COMMENCEMENT. I
Application is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code Revised: January
1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records Of this County, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in'conkoflance with all applicable laws regulating construction and zoning.
M9
Z
2
nature O'cr/Agent Date
Print Owner/Agent's Name
of
JOANN M. JOHNSON
My COMMISSION # FF 956284
EXPIRES: March 23, 2020
Bonded Thm Notary Public Underwriters
Signature ofC.oritractor/Agent
Print Contractor/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is -- Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingE] ElectricalF] Mechanica[F] Plumbing[] GasF] RoofE]
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: YesF] No n # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures,
Fire Alarm Permit: Yes [] No []
WASTE WATER:
BUILDING: 46—
Revised. January 1, 2018 Permit Application
This losazunent Prepared By -
Nam: David Wiener, PA
Address: 3200 N Military Trail, 4t° Floor
Boca Raton FL 33431
PwTnk# Folo # 11-20-30-523-0000-0010
NOTICE OF COMMENCEMENT
Fee Owner)
The undersigned hereby gives notice that improvements 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.
1. Legal Description of Property: Lot 1, of Boulevard Plaza Subdivision Replat, according to the plat thereof as recorded in
Plat Book 81, Pages 62 through 65, Public Records of Seminole County, Florida
Serest Address, if available: 314 W. Lake Mary Boulevard, Sanford, Florida 32773
2. General description of improvements; installation of a storef ow system and related work
3. Owner information
Name and address: Boulevard Plaza LLC, 2240 NW 190, Street, Suite 801, Boca Raton, FL 33431
lmerest in property: FEE SIMPLE
4. Contractor
5. Surety:
Name and address: GLG Development, Inc.,17400 Poyner Road N., Polk City, FL 33868
Phone number- 863-207-5681 c. Fax number.
optional, if service by fax is acceptable)
Name and address:
Phone cumber: a Amount of bond S
Name and address: First Green Baal;18251 US Highway 441, Mount Dora, Florida 21757
Phone number: ( 1
7. 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 and address: David J. Wiener, PA, 3200 N Military Trail, 41h Floor, Boca Raton, FL 33431
Phone mtmber. (561) 989-2910
8. In addition to the above named, the Owner designates the following person to receive a copy of the Licnor's Notice as
provided in Section 713.13(1)(b), Florida Statutes: Lisa McCulloch, 3200 N Military Trail, 46 Floor, Boca Raton, FL
33431 (561) 989-2240
9. Expiration date of notice of commencement: 120
E*ration date is (I ) year from the date of recording unless otherwise specified above).
WARNM TO OWN!!>t: ANY PAYMFNIS MADE BY THE OWNER AFTER THE WIRAT10N OF THE NOTICE OF COWWCEPAENr ARE CONSIDERED OeROPER
PAY)MM tNDW CHAPTER 713, PART l SECTION 713M. FLORIDA SfATUIES, AND CAN RESULT IN YOUR PAYWj TWICE FOR NWROVIDADTTS TO YOUR
PROPERTY. A NOTICE OF CONRADR GNT MUST BE RECORDED AND POSH ON THE FOB SrrE BEFORETHE FIRST IIdSR LM04. IF YOU (MEND 70OBTAIN
MAN('Ra CCN•ISULTWnHYOUR EENM OR AN ATTORNEY BEFORECOMbMXING WORKCR REOORDRJG YOUR NOTMEOFCOAOdF MMIr.
Signature of Owner's Authorized Officer. Boulevard Plaza LLC, a F1oq0e,4kfiMd liability company
I
By _
J Vice President
STATE OF FLARIDA
COUNTY OF PALM BEACH
The foregoing instrument was sworn to and subscribed before me this t 5- day of Junc, 2018, by Jorge Momll, Vice President of
Boulevard Plaza LLC, a Florida limited liability company, who is personally known to me.
t
gSignatueofNotPublic: 64'S.- cmEy
1, 2D19 (SEAL) PrintName: emdwTMuN*
oyP" Under
penalties of perjury, I declare that I have read the foregoing and that the facts stated hereLt are true, to the best of my
knowledge and belief. Boulevard
Plaza Li.C, a Florida limited liability company By
J0204M
Vice President GRANT
MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'
S # 2018069924 BK 9155 Pg 1252; (1pg) E-RECORDED 06/19/2018 11:40:10 AM 10.
00
Project No: Lake Mary Corners
Project Name: 314 STOREFRONT
Owner: Boulevard Plaza LLC
Address: 3200 N Military Trail
Boca Raton, FL 33431
TradeCode CS/ - Division Name
Date: 05/15/18
Prepared By: Alec Gatley/GLG
Prepared For: Jhanson
Bid Footage: 0
Cost per Sft:
Description Amount
t.t
111 .
INB `17t'=+,y p1 '$ "5= 41, # 4p} ` gtY ' ^ t1is.'.. .x rlii rS. 'v+'.:iS t' l r $,.A'. _Pr..f Ei l: tt..a $' U`#.P. , li, ...•;t$lb. .t.:f. 4t ,1f ^v :4L'", a;„eft& $r@ ,'L. iiw .t. .,i-i
General Conditions•
f , 7 ' ,- #'^`—_„ 1 3 d q
11{ 1 y"' ¢/ 8
1 11
illGeneral Conditions1 11
111General Conditions. I11
Subtotal 1000
Qi t.11[I.
r
1 11
11
Subtotal 2000.
11 11
Subtotal
i°,^*r1`r. x i!s',a#.et.4,•k!..x:
11Ii .
3066
9.° {t,.,'•.xe tP!}',7 9f i:>=i Y 4!i'1 54 s":
n r i L"r`k§(F •ultYS i 4Yi
11 11
m'`kd is=1'°;'«'r i',
11 11'
l;x#dtir• 7 }./.'>aai1,u d t..1 A14f'',.
111
fi {.14.t,..a4S'?E'r;[7 1'2 jpd{.ftt?;•lMd t}?sj aJarr`:}Y:i(1.
r f'• '-} { [K
Subtotal 5000
y Y'#°i ",,4 I tir^,t, "^'gff n,,4, •.. r.,1 t'a'cp } •i. ,_` t i Ix'i'7S"y'X+r ' {4fi ":t , Y "a x':t.
Patch Drywall as Needed
tp€^ i'""''?..`'`
rllil
t t j spy^}" yY
11 1
iT,x 5 +' ,.• `+ 4i d{ 4 g a, ri R t }x q s fAA fy f e 1 4t., d, i'".i d fi`¢i lR 9 .4hilik
rl III
1II
i"`
M1, r e {a
q • • (
7000
4 } f y }y {
Y {+F+`4i aI S.. # 7 `
A + ,d t4 tI't`A g
x :n1 ., :t 1+64,a^ir`.el , 4{ if+:#•.'; 7f x t a 5Y .,k 'r 1 n 4 Soiid:,,
System 77—
d a,t Y ft%r
g, k n {",i
@.+(, ;,..:Af S
SubtotalStorefront8000
b. 'It p,qg ,ti"'^4 ,r.fxtto-t F .''°".',r t`jil .b aka j f,j •"t iy={'",x s#,.T : pag q"g't l 3'r .i, Fx
i w f„A., r1 i+`#,'!t r'6 d.^4:,'7if.;t§F I fI{'Ct it7rff:¢it iPe,k'"ii;m'%I.Yd':.+Si°s'q'airra{G r'X•'.Pt A i`'•9skn a C 1
WIIIEIi:C 1 1 1
s/, . r f9+,r t:i'#,7"e°j;C`
r A.8s4r i 114.`7.t`'$,,,.
i, },t `•sr+f,a?*x
Subtotal 9066
rx
f ti s ti,.`:"' f`'i.{s`r ¢4, I Xa4,d$}g Y•`ti =r a'f'.]
j
I:f11.
rv p
e t r
Install •• Bathroom
j+f'r,
1 11 I
1111 1 1 1
9'II(Xti(
111
n }
s
p 4 • •
111
41 , t ,4?Yt 0. dx9 F,'#f4 +
t ` qA (, I ^
4
4AI.Aa f ny8't t ,. {^,get Y mrr_rt. +.dirr rj r 1 .4f. j{f.d,,...r r.,..,_,.a..:....._.,.,....r,..c... .z.{•i$i:s Y..^,x ..,..',,..,.J 1
181 j
dg "4 { yw.. •^, 1
11 111
111
a,
ta`ICi,{tt`;<;,k'a`•'t r x 0+ i`'t,9t",, 'tt'.. 'aa=kfi;{ir x,{}$ L s .1 tt P.i l 4,.itf'1's t TotalIEEE=
111
f,`'¢
Y I'..1;r 1
11 Impact
Fees are not included Exterior
Signage by Others Contingency
O:t) Overhead/
Pr It _ 1,380.00 Total
Project ost 15,180.O0' d+
J\ A "
t
6 v 1, VP
AA
INSPECTION SEQUENCE
BP# 18-2351
ADDRESS: 314 W. Lake Mary Blvd.
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof (Com'l)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial —
1000 Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
CT if PERMIfi
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
Electric Rough
Pre -Power Final
Temporary Pole
Electric Final
Min Max
Nal
INMINIMUM
Inspection Description
Rough Plumb
Plumbing Underground
Plumbing 2"d Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chili Water Rough
Plumbing Final
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
Mechanical Final
REVISED: June 2014
SCITY
OF , `{
2018 b' aa,, Building & ' e Preuention Division
NFORD ;. PERMIT APPLICATION
FIRE DEPARTMENT ' _ _
Application No: l S . ?-3571
Documented Construction Value: $ U 0 a
Job Address: fit/ La m Ms,(I 1vO. Historic District: Yes No
Parcel ID: - 2-0— v U000 - DOA2 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: A v.t/ o /—/ eu/
PERMIT
PIan Review Contact Person: , Ir M 9AAJ;-e_j Title:
Phone % - S lS- `1 11 1 Fax: Email: JAaI y.
Property Owner Information
Name Phone: ci b
Street: 3a DO Al A' l tl'a e _rk4/ Resident of property? :
City, State Zip: 13 0C.4 1?4-7 .t , fir' 3 3 /fY%
Contractor Information
Name Phone:-
Street: %Q4 %'Y./tf- i/ /a ,< Fax:
City, State Zip: cG '<iT State License No.:
Architect/Engineer Information
Name: kt &51419,CR1A1, Phone: 0d %"..mil-9"17
Street: 2RlzF S i Q(r Fax:
City, St, Zip: 44 C- /Y417 y/ f` / 3 d- 7 fj' E-mail: , 14406azi t. 1Z,
Bonding Company:
Address:
Mortgage Lender:
Address:
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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in com iance with all applicable laws regulating construction and zoning.
S nature ct O er/Agennt Date Signature of Contractor/Agent Date
Print Owner/Agent's Name Print Contractor/Agent's Name
5. t
nature of No -State 60Flori Date Signature of Notary -State of Florida Date
JOMN M. JOHNSON
MY COMMISSION f FF 956254
EXPIRES: March 23, 2020
t iai h ` Bonded Thra Notary Pulft Underwriters
Owner/Agent is .--Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: m UTILITIES:
ENGINEERING: FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
COMMENTS: ,_a .
Revised: January 1, 2018 Permit Application
1w %
City of Sanford
Building Division
P.O. Box 1788
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
PLAN REVIEW COMMENT
Date: May 29, 2018 Project: New Storefront
Contact Person: Jim Hanson Job Address: 314 W. Lake Mary Blvd.
Contact Phone Number: Application Number: 18-2351
Contact E-mail: jhanson@woolbright.net Contact Fax Number:
ARCHITECTURAL
1. Permit application not signed by contractor.
2. Contractor license number not on application.
3. Copy of executed contract not submitted.
STRUCTURAL
1. Submit two sets site specific Florida Product Approval or Miami Dade County Notice of
Commencement for storefront systems.
MECHANICAL
1. No comment.
PLUMBING
1. No comment.
ELECTRICAL
1. No comment.
Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152.
You may also contact me by e-mail at joy.deen@sanfordfl.gov.
Respectfully,
Joy Deen, Plans Examiner
Ki
From:
To:
JmDeen
City ofSanford
Plans Examiner
PH:407.888.5UG4
Fax:4U7.688.5152
DeenJm
Tuesday, May 29'2Ul88:59AK4
ino Hanson'
l8-235l
18-2351.odf
OFFICE PERMIT
PRODUCT APPROVAL FOR SERIES FG-3000 STOREFRONT HIGH A.S.D. DESIGN PRESSURE
W/ NON IMPACT INSULATED MONOLITHIC TEMPERED GLASS
SERIES FG-3000 STOREFRONT HIGH DESIGN PRESSURE W/ NON IMPACT INSULATED MONOLITHIC TEMPERED
GLASS, SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN
ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS PRODUCT MAY BE INSTALLED
WITHIN HIGH & NON HIGH VELOCITY HURRICANE ZONES WITH LJMfTATIONS AS PER NOTE 3 BELOW.
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (FOR HIGH VELOCITY HURRICANE ZONES) &
1609 (FOR NON HIGH VELOCITY HURRICANE ZONES) OF THE ABOVE MENTIONED CODE,
FOR A BASIC WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THIS PRODUCT WILL BE INSTALLED
FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC
AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2.
IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS By MULTIPLYING THEM BY 0.6 IN ORDER TO
TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2.
IN ORDER 70 VERIFY THAT ANCHORS ON THIS P.E,D,, AS TESTED, WERE NOT OVERSTRESSED. A 33% INCREASE IN
ALLOWABLE STRESS FOR WIND LOADS WAS fa USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS
BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015 OR AVAILABLE TEST DATA FROM MANUFACTURER.
THIS PRODUCT'S ADEOUACY FOR WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1625
EXCEPT 1625.4) & 1709.5.2 OF THE ABOVE MENTIONED CODE AS PER PROTOCOL TAS-202 AND ASTM E330,
PER ARCHITECTURAL TESTING. INC. LABORATORY REPORT If 99495.01-801-44 AND AS PER STRUCTURAL
CALCULATIONS, PERFORMED AS PER SECTIONS 1604 & 1616 OF THE FLORIDA BUILDING CODE.
2. MAXIMUM A.S.D, DESIGN PRESSURE RATING FOR THIS PRODUCT SHALL BE AS SHOWN ON SHPM3. 5. 6A & 7
3. THIS PRODUCT WILL RFOUIRF AN APPRGVFD HURRiCAUF PRnTFF`.n0N OrMrF IN nPFl:P Tn PATE ff AS
4 THIS PRODUCT IS APPROVED FOR 11.07 p.s.f. AIR/WATER INFiLTRATtON.
5, TEMPERED GLASS TO COMPLY WITH SECTIONS 2411.1.3 IF THE FLORCA BUILDING CODE.
PRODUCT SHALL COMPLY WITH SECTION 2406 OF THE FLORIDA BUILDING CODE
6 PRQb,IDE 318- MAX. LOAD BEARING SHIM SPACE (TY'r ), WHEN ALLOWED SY THIS DRAWING.
7, WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE.
WOOD SUCKS MUST BE SOUTHERN PINE, WITH, r = 055
8. REMAINING COMPONENTS FOR THIS PRODUCT, SHALL BE AS INDICATED ON BILL OF MATERIALS, SHEET 3 OF THIS
DRAWING
9, ALL ALUMINUM EXTRUSIONS [N CONTACT WITH OISSiMi[A.; MATERIALS SHALL COMPLY WTH SECTION 111-6 OF
THE 2015 ALUMINUM DESIGN MANUAL.
10 SHOP DRAWINGS PREPARED BASED ON THIS APPROVAL AND TAKING INTO ACCOUNT THE SPECIFIC JOB
CONDITfONS, SHALL BE SU6Vfr7FP TO THE BUILDING OFFICIAL AS PART OF THE PERMr DOCUMENTS,
11. STRUCTURAL SUBSTRATES NOTED ON THIS DRAWING AS EXISTING STEEL BY OTHERS. POURED CONCRETE, HOLLOW
BLOCK AND WOOD MUST WITHSTAND THE LOADS IMPOSED BY THIS PRODUCT.
12 (0) THIS P.EO. PREPARED BY THIS ENGfNEEF !S GENERIC AND DOES NOT PROVIDE WrOPMATION FOR A S'TE
SPFC'FIC PROJECT, — WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED,
b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING, LIFE SAFETY
CF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS
DETAILED, ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
c) THIS P.E.D. WILL BE C,1160ERED INVALID IF ALTERED BY ANY MEANS.
d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH
WILL BECOME THE ENGINEER Or RECORD (E.C.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR
THE 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 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER
OF RECORD THAT PREPARED IT,
PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
AT PRODUCT IN ACCORDANCE WITH SECTION 1709.5 OF THE FLORIDA BUILDING CODE.
ONE LABEL SHALL BE PLACED FOR EVERY OPEWN'-
INDEX
SHEET 1: GENERAL NOTES. INDEX AND INSTRUCTIONS.
SHEET 2: COMPONENTS FOR SERIES FG-3000 STOREFRONT
SHEET 3! BILL OF MATERIALS, TYPICAL GLAZING DETAIL & MAXIMUM A.S.C. DESIGN
PRESSURE RATING SCHEDULE FOR A GIVEN GLASS PANEL DIMENSIONS.
SHEET 4: ELEVATION FOR SERIES FG-3000 STOREFRONT
SHEET 5: MAXIMUM A.S.D. DESIGN' PRESSURE RATINI, FOR VULUONS.
SHEET 6: SILL OR HEAD CONNECTIONS DETAILS 'PLAN VIEWS).
SHEET 6: MAXIMUM DESIGN PRESSURE: RATING SCHEDULE FOR MULLIONS W/ HEAD/SILL
CONNECTIONS.
SKEET 7: MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR HORIZONTAL.
SHEET 8: HEAD. HORIZONTAL & SILL CONNECTION DETAILS 'SIDE VIEW)
SHEET 9: SECTIONS AT WASS AND AT MULLIONS
SHEET 10: MAXIMUM A.S.D. DESIGN PRESSURE RATING & MAXIMUM FASTENERS SPACING
SCHEDULE FOR JAMB CONNECTION AND CORNER DETAIL.
STEP I DETERMINE A.S.D.DESIGN IffiND LOAD REQUfREMFN7S BASED ON WIND VEL' UC17Y.
SUILOING HEIGHT, WIND ZONE, USING APPLICABLE ASCE 7 STANDARDS,
STEP 2 GG TO SCHEDULE ON SHEET 3 TO DETERMINE MAXIMUM A.S.D. DESIGN PRESSURE
RAT,NG (psf) CAPACITY OF DESIRED CLASS SIZE BASED ON GLASS PANEL
DIMENSIONS.
STEP 3 DETERMINE MAXIMUM MULLION SPAN V(Ft) *'OR A GIVEN MULLION EFFECTIVE r4-- 4
SPACING 'b ON SCHEDULE ON SHEET 5, AND SELECT ANCHOR. OPTION W1
AS,D. DESIGN PRESSURE RATING EOUAL OR GREATER THAN 4.S.r DESIGN 'WIND
LOAD SPECIFIED IN STER-1 USING SCHEDULE ON SHEE7 6A,
co
coSTEP4: DETERMINE MAXIMUM ANCHOR SPACINGA GIVEN MAXIMUM k8OR S.D. 2
AT JAN,
CESiGlkil PPESSk;RE PATINEAND MAXIMUM MULLION SPACING, ON SHEET 10. 0
5, USE SCHEDULE ON SHEET 7TO VERIFY MAXIMUM A,S.. DDESIGN PRESSURE STEP . CFAT€NG
OF HORIZONTALS (IFUSED) FOR A SNVHORIZONTAL EFFECTIVE t D.L.O.", k..........
o. STEP 6, THE
LOWEST
VALUE OF A.S.D. DESIGN PRESSURE RATING PESULTING FROM STEPS 2, 3 AND 5
SHALL. APPLY TO THE ENTIRE SYSTEM, TH15 DRAWING %LL ONLY
BE USED TO OBTAIN PERM4TS 4 THE
STATE OF FLORIDA, z
COMPONENTS FOR SERIES FG-3000 STOREFRONT i 2
0N
SCALE: 3V
z
4 500"---
094'
50" 250 z,
078" Z000, --(TYP-) 2.000"
620- L 70' 096'
4,000—
L
4,57" —
S
1,846* w
0 GLAZING GASKET SE INQ B LOQK SILL FILLER MULLION & HEAD MULLION 31FG-1 133 FG-3146 FG-2182 FG-31 00 FG- 3101 z (ny
UJI
wujW
4.Wo' —4.481" 1 317'
235'
1,317' 0
1,846- - -
1
z
IT-YP 2 OOC
5 k
078
2000' 1 91' 943 2'
703"
2, .81, gag
Tyr.)
8 1
Oat
84-V--
MULLION FILLER MULLION, HEAD & JAMB HORIZONTAL GLASS STOP
FG-3102 G) F SILLFG-3103 FG-3142 FG-3210 G 3161
061"
Ty —3 904'—
062'
84C,'
2,125"
622' 2125.
52 188 K 354"
1.626"- Typ, - TYP', (
z4902
RF
rlFILLERSTEELREINFORCEMENTSTEELREINEORCtMENTHEAD & JAMB FILLER END DAMF@SUBSILLG-3164 @ (9 @ 9 < FG-3380 RS-1 RS-10 FG-2122 FC-2000-FP-4
0
ITEM No. PART NUMBER DESCRIPTION DIMENSIONS MATERIAL MANUFACTURER NOTES
i. FG-1133 GLAZING GASKET 525" x .495' EPDM ERG
2. FG-3146 SETTING BLOCK 1.057' x .689' EPDM
A
EPG
3 FG-2000-FP-3 SILL FILLER 4.00' X 4.00 x .078' 6063-T6 ALUMINUM VARIES LOCATED CENTER WITH ANCHORS LOCATION
4. FG-3100 MULLION & JAMB 4.50' x 2.012 x .094 6063-T6 ALUMINUM OBE
5. FG-3101
FG-3102
MULLION
MUWON FILLER
4.50' x 2.00 x .250'
4.00' x .711' x .078'
6063-T6 ALUMINUM
6063-T6 ALUMINUM
OBE
OBE6.
7. FG-3103 M611-LI&7 HEAD & JAMB 4.50" x 1.75 z 078' 6063-T6 ALUMINUM OBE
8. FG-3142 HORIZONTAL 4 480" x 2.00 x .OSD'
1.552" x 1.491x VARIES 6063-
T6 ALUMINUM 6063-
T5 ALUMINUM OBE
OBE
9FG-3210 GLASS STOP 70
FG-3761 ...._. SILL 4.480' x 2.OD" x .080" 6063-T6 ALUMINUM OBE 11
FG-3164 FILLER 4.00' x .622 x .070' 6063-TS ALUMINUM OBE 12.
FG-33W SUB SILL STEEL
REINFORCEMENT 4.
902" x 2.125' z .078" 4.
188' x 1.249' x .752" 6063-
T5 ALUMINUM A-
36 STEEL 0
VARIES
ZINC PLATED 13.
RS-1 14.
RS-10 STEEL REINFORCEMENT 3.904' x 1.250" z .188' A-36 STEEL SILICONE
VARIES
DOW
CORNING ZINC
PLATED LOCATED
AT EACH INTERIOR FRAME CORNER 15.
795 PERIMETER SEALANT & VINYL JOINTS 16
FS-$ SPINE ASSEMBLY SCREW J14 x 1' HHSTS STEEL VARIES 17.
FG-2122 fG-
t000-FP-t HEAD &
JAMB FILLER WATER
DtVERTER SET IN SEALANT 4.
00" x 4.00' x .078' x 4' LONG 1.
187" x .750" x 1.343' 6063-
T5 ALUMINUM PVC
VARIES
OBE
LOCATED
CENTER WITH ANCHOR'S LOCATION LOCATED
AT EACH END OF Q & SEALED W/ Is 18.
19
SM-5601 JOINT SEALANT TAPE 725 x .50' VAROE5 tSOCRYL SCF4IEE MOdRtfEAD LdCATED AT EACH END OF HORIZONTAL BETWEEN JMTS 20
FG-2000-FP4 END DAM 625 z 2.125 x .062' 6063-T5 ALUMINUM OBE FABRICATED LENGTH = 4.25' Zt.
FS-2.2 SCREW FOR STEEL REINFORCEMENT J12 x 1/2' PHlWPS FLAT HEAD STEEL, ZINC COATED VARIES START O 6"o.b. FROM ENDS, BALANCE O 12"ox. 22.
CLOSED CELL BACKER ROD 500" POLYETHYLENE VARIES MAXIMUM
A.S.D. DESIGN PRESSURE RATING (psf) SCHEDULE FOR
A GIVEN GLASS PANEL DIMENSIONS "a" (in) x "b' (In) (SEE LEGEND) TYPICAL
GLAZING DETAIL 7
1" NOMINAL t__
INSULATED GLASS CONSISTING
OF 2)
1/4" MONOLITHIC TEMPERED
GLASS 1 /
2" AIR SPACE DaEWGR
GLASS
BITE GLASS
TYPE MAXIMUM
DIMENSION
G"
MAXIMUM
DIMENSION
b' •
MAXIWIM
A4,11- OES"
PREISURE
RATING
a) 18`
from 18' to 312' 60.0 24'
from 24' to 234' 60.0 30'
from 30' to 186" 60.0 36'
from 36" to i 6" 60.0 42"
Lam 4 ' to 132' 60.0 48
from 48" to 114' t60.0 54'
from
54' to 90' t60.0 from
54" to 96' t59.9 from
4" to 102" 58.6 from
60' to 84' 60.0 from
60" to 90' 58.2 66'
from 66' to 78' 60.0 from
66' to 84" 58.1 72'
1 from 72' to 78' t60.0 DETERMINATION
OF MAXIMUM DAY
LIGHT OPENING (D.L.O.) AT
EACH END OF GLASS GIVEN "
a" & `<b" MAXIMUM
DAY LIGHT OPENING SIDE
IDA.O.) FcmWa at 0 L0) Fomxda at Verucaf &
Hm=.W lelb. Hw B S4 Frames
MAX.
0 L.0. SHDRT)
S(D£) a
MAX.
D.1-O. b"-
4.00" LONG
I
CIA (
a) A b"DLO (
b)-_.._.-i-. 0 (
b) - - OLD (
Oj .b. SIDE '
a" IS ALWAYS EQUAL OR SHORTER THAN "b". a", "
b" MAY BE ORIENTED IN ANY DIRECTION. co
ry
3 c
a
Z o
1-4 t t
OfOm
o
CS
t Zi
LcJ
Lu
Lu
T v+ s 2
W
O
o e 5
I
U
Ogg§P3 Fin- j
W mz
QA^
zr
as
I
ELEVATION FOR SERIES FG-3000 STOREFRONT HIGH DESIGN PRESSURE
NfTE FRAME WIDTH-
fAkx -
A
E UDDER DOORA7E MPMROVA(OL N SHIM
SPACE- A
Typ-)
EXCSTiNCL--,
1 --
AR-, y
y i T T y y T Y Y f FASTENERS -1 Y Y Y y y y y y y D.
L.C. AE
F#II 14!?
n Q, z
RM4-
4REINFORCEMENT
9 UNREINFORCED INDfCATES
RE,
NFORCEMENT
f HORIZONTALz
FASTENERS
II
MAY,
0
L 0, AE HOR,ZONTAL
II 14
ffu
AB FASTENERS
AB --
F412R'
fl FASTENERS FOOT
NOTES:
AFOR MAXIMUM
MULLION SPACING ON CENTERS SEE SHEET 5 AFOR MULLIONS
HEAD AND SILL FASTENERS QUANTITY, TYPES AND SPECS SEE SHEETS 6 & 6A, CA FOR
jAMB FASTENERS SPACING, TYPES AND SPECS SEE SHEET 10. USE OF
HORIZONTAL {SEE SECTION 2/8) LIMITED BY SCHEDULE ON SHEET 7, FOR MAXIMUM
MULLION SPAN SEE SHEET 5. FOR GLAZING
DETAILS AND CLASS SCHEDULE SEE SHEET 3. FOR MAXIMUM
D—O. SEE SCHEDULE ON SHEET 3. 0 O
z
0 021i
CDCl
z
U)
il 0 aS ul
rn
V)
Z 0ig
r 04
lmoWl=w 127m
M-5 MWlOH (S + t t M'6 WuLuo'!
STOREFRONT ELEVATION W/ MULLION
L" = MAXIMUM MULLION SPAN
tAlpsf
MULL;O N-
SIDE VIEW
EFFECTIVE SPACING: "b" = Si + S2 ; St, S2 = MULLION SPACING
2
MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR MULLION WILL AUTOMATICALLY QUALIFY A.SD.
DESIGN PRESSURE RATINGS FOR JAMBS WITH ANCHORAGE FOR ANY GIVEN MULLION SPACING.
MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR MULLIONS'
MAXIMUM MULLION SPAN'L'(FT) SCHEDULE FOR A GIVEN A.S.D. DESIGN PRESSURE RATING
psf) AND A GIVEN MULLION EFFECTIVE SPACING'b' (in)
MAxIMUM MAXIMUM MULLION SPAN "L" (FT)
DESIGN EFFECTIVE
PRESSURE SPACING
RATING CASE 1 CASE 2 CASE 3 CASE 4 CASE 5 CASE 6
W' (Psf) b"(FT-in) Mt M2 M3 M4 M5 M6
2'-0* 11'-O' 12'-0' IO'-8' 12`-0' 12'-0' 12'-0'
3'-0' 9'-2' 11'-3' 9'-2' 11'-3' 10'-10' 12'-0'
3'-6' 8'-6' 10'-5' 8'-6' 101-5' 10'-0- 12'-0-
41-0' 8'-0' 91-9' 8'-0- 9'-9' 9'-4- 12'-0'
40.0 4'-6- 7'-1' 9'-2- 7'-1' 9'-2- 8'-10" 12'-0'
5'-0- 6'-5- 8'-9. 6'-5' 8'-9' 8'-4' 11'-6'
5'-6' 5'-10- 8'-4- 5'-10' 8`-4' 8'-o' it'-0-
6'-0. 5'-4- 8'-0' 5'-4- 8'-0' 7'-4' 10'-6'
6'-B' 4'-10' 7'-2' 4'-10' 7'-2" 6'-7- 10'-0-
2'-0' 10'-6' 12'-0' 10`-3' 12 -0 12'-0 12 -o
3'-0- 8'-8' 10'-8' 8`-8' 10'-8' 10`-2- 12'-0'
3'-6- 8'-0' 9'-10' 81-01 9'-to' 9'-5- 12'-0'
41-0' 7`-t- 9'-2' 8'-10' 9`-2' 8'-to' 12'-0'
45.0 4'-6- 6'-4- 8'-8' 8'-4- 81-8` 8'-4' 11'-5
5'-0' 5'-8' 8'-2' 7`-10' 8'-3' 7'-9' 10'-10'
5'-6- 5'-2- 7'-9- 7'-1' 7'-9- 7'-i' t0`-4'
6'-0' 4'-9' 7'-i' 7'-10' 7"-1' 6'-6' 9'-11'
6`-8- 4`-3- 6'-5- 7'-1' 6'-5` 5'-10- 8'-11-
2'-0' 10'-0' 12'-0' 1 V-4' 12 -0 11 -10 12 -0
3'-0- 8`-3' 10'-0' 9'-8' 10'-2' 9`-8- 12'-0-
3'-6- 7'-4- 9'-4- 9'-0' 9'-4' 8'-1 t" 12'-0-
4'-0. 6'-5- 8`-9' 8'-5- 8'-9' 8'-4' 11`-6'
50.0 4'-6- 5'-8- 8'-3- 7'-8' 8'-6' 7'-10' 10'-10'
5'-0' 5'-t' 7'-8- 7'-0- 7'-8- 7'-0' 10'-3'
5'-6' 4'-8- 7'-0' 8'-5' 7'-0- 6'-5- 9'-8'
6'-0' 4'-3- 6`-5- T-8- 6'-5' 5'-10' 8'-11'
6'-8' 3'-10' 5'-9' 7`-0` 5'-9' 5'-3' 8'-o'
2'-0' 9'-7' 11'-10' 1 i'-O' 11 -9 11 -3 12 -0
3'-0- 7'-9' 9'-7' 9'-3- 9`-7- 9'-2- 12`-0-
55.0 3'--6- 6'-e 8'-11' 8'-7' 8'-11' 8'-6' 1 V-9-
4'-0' 5'-10' 8'-4' 8'-0' 8`-4- 8'-0' 11'-o-,
4'-6- 5`-2- 7'-9- 7'-1' 7'-9- 7'-1' to'-4g5'-0- 4'-8- 7'-0- 7'-1' 7'-0' 6'-5- 9'-8
2'-0' 9'-3' 12'-0' 10'-10' 11'-3' 10'-10' 12'-OZ
60 0
3`-0 7'-1' 9'-2 8'-10' 9'-2" 8'-10' 12'-Os
3'-6- 6`-t" 8'-6- 8'-2- 8'-6- 8'-2' 11'-3k r
4'-0- 5'-4' 8'-0` 1 7'-4' 1 8'-0* 7'-4' 10'-6'
CASE DEFINITIONS
CASE t UNREINFORCED STANDARD CASE 4 : REINFORCED STANDARD
MULLIOON M-t (SEE 0T. 5/9) MULLION M-4 (SEE 'JET. 6A/9)
CASE 2 REINFORCED STANDARD CASE 5 UNP.EINFORCED STANDARD
MULL*N M-2 (SEE DET. SA/9) MULLION M-5 (SEE DFI, 7/9)
CASE 3 UNREI*NFORCED STANDARD CASE 6 : REINFORCED STAtdDARO
MULLION M-3 (SEE 5-7- 6/9) WtLION M-6 (SEE W, 7A/9)
N0
o
c rog
2
zol
ui
a VYFa-4 SS
r t
6 EE6t18
o
Z itTl
V) G
f
camZ, o
z aC
Q
OO 8
s
u.
4 a6
d
jig
CONNECTION AT MULLION
SILL OR HERD CONNECTIONS DETAILS
PLAN VIEWS)
2---
3
Q ,O Q s
HEAD OR SILL
n" FASTENERS
TOTAL NUMBER OF FASTENERS PER
CONNECTION AT HEA6/SILL EQUALLY
INSTALLED AT EACH SIDE OF MULLION
Wk
FASTENERS
TOTAL NUMBER OF FASTENERS AT JAMB LOCATsOl1 --+4E40 OR SILL JAME ..__
PER CONNECTION AT HEAD/SILL SHALL BE 50%
OF TOTAL NUMBER OF FASTENERS AT MULLIONS
v'N/ HEAD/SILL CONNECTION PER SCHEDULE EXTERIOR
J3
CONNECTION. AT .JAMB _
AFASTENERS TYPES: (SPACED AT 4' o c )
A - 1/4"0 ELCO FASTENING SYSTEM, LLC. ULTRACON ANCHOR Wf 1 34" Min. EMBEDMENT
INTO POURED CONCRETE (Min. ft a 2.730 ksi).
B - 114'0 ELCO FASTENING SYSTEM, LLC. ULTRACON ANCHOR Wt 1 Ir.1 Mi., PENETRATION
INTO 2 x WOOD BUCK (G=0.55) & Y MIN. EDGE DISTANCE. BEYOND ANY FINISH MATERIAL.
B' - 6116.0 ELCO FASTENING SYSTEM- LLC. ULTRACON ANCHOR WI 1 12- Min. PENETRATION
INTO 2 x WOOD BUCK (G-0.55) & i SW MIN. EDGE DISTANCE. BEYOND ANY FINISH
MATERIAL
C - 114'0-20 SLOTTED INDENTED HEX WASHER HEAD THREAD CUTTING SCREW TYPE "F", ZINC
COATED, W1 MiN. Fy - 77 ksi. Fu a 100 ks, TO VT MIN. THK, ASTM A-36 STEEL & 1" MIN. EDGE
DISTANCE.
C'- TWO ELCO CONSTRUCTION PRODUCTS DRILLFLEX STRUCTURAL SCREWS TO MIN. 11W
THK ASM A-36 STEEL & 1" MIN. EDGE DISTANCE.
EkSTINCSTRUCTURE
BY OTHERS)
d
y4
i
OV O Zi
4
o-, C S
n z
75 d m
c0O
y W_
LaLa
f
UJCp z
i c
o
9 Z
zo
9 7
10llln x I
0
U- 6 i 6.i Z - 2 A
LU
to
uj
0 Z Ll
0
z 0LLI
0
811LU0uj z
CL RES
S2 9trsAs92;z vi 28 ;'—IT S,114 ;;s g
01-
LU wa z co
CL
0
U.1
ta
w
ti
Ld U)
a z
ci LD Z
r.
Z,
ly Q 00
o.
ell ogg'-, Fg SA 2Fs17112;4
i.
9 Elf
K 0.
Cc
MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR HORIZONTAL
MAXIMUM HORIZONTAL SPAN `L"(FT) SCHEDULE Z 2e
FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (osfl AND N
A GIVEN HORIZONTAL EFFECTIVE DAY LIGHT OPENING "D.L.O." (in)
ZOc
Q w$ Lu
a
S
xJOm
D.I.G.z 05 om
fit $
SECTION AT HORIZONTAL co
ox
L-0 I
Z Wa o
O Li
o HORIZONtAL HORIZONTAL o a
A
L' G
Z
S
O i a M1s.
HORIZONTk O g
tl mpgJ
r
HORIZONTA HORIZONTAL c
t r
r
f
e
L —
G
o - 6
g
ti.:.,....,,
STOREFRONT ELEVATION W/ HORIZONTAL cps
02
os `z
L" = MAXIMUM HORIZONTAL SPAN
D.L.O." = EFFECTIVE DAY LIGHT OPENING D. L. O. f + D. L.O.2
2
MA7fIMUMA5.D. EFFECTIVE MAXIMUM
DESIGN
PRESSURE DAY LIGHT HORIZONTAL
RATING OPENING SPAN
iP DLO" (Ft-rn) L (Ft)
2'- 0" 6'- 6"
2'- 6" 6'- 6"
3 6 " 6 6 "
OR LESS
4'- Q" 6'- 6"
4'- 6" 6`- 6"
5'- 0" 6'- 6"
2'- 0" 6'- 6"
2'- 6" 6'- 6"
4'- 0` 6'- 6`
4'- 6" 6'- 6"
s'- a" s'- s"
2'- 0" 6._ fire
2'- 6" fir_ `art
3'- a" fir_ fir,
4 a rr 6 ._ 6 ..
4'- 6" 6'- 6"
5,_ ar, 6,_ s„
z'- o" s'- o"
2,_ fir. 5. 0"
3'- Q" 5'- 0"
q0- 5. 0" 4'-
6" 5'- a" 5'-
0" 5'- a" 3'-
6" 4'- Qr. 4'-
0" 4'- 0"
HEAD, HORIZONTAL & SILL CONNECTION DETAILS
SIDE VIEM scALE:3r=l-
0
Mw
Exr.TrWG POURED EXISTING STEEL--
CONCR FASTENERS STRUCTURE ESFUCTURFSHE1/
4, fax, SSPACE
f'1-
6)w .-G, OP) MULUON BEYOND)
o
EXTERIOR
3)
qG.G (TYR) 80 JAME
OR MULLION BEYOND)
JAMB
OR
MULLION BEYOND)
15
t
1/
2'-1/4" 'WEEP REQUIRED ON&
4 SEALANT
ATCTERLINEOFMULLIONS
It JAMES) 111111W=4zljw
WOOD UCK
MAX.SPACE
2)
REOJ (
1p) JAMS OR
MULLION St-
OND)
JAMS OR
MULLION ztLY--
t/
8_ , IN, THCK O z 0 FASTENERSASTM
A-36 6Y OTHERS}
t 15
1/
4 MAX. SHIM SPACE
5 22 17
REOD (
Typ.)
c oql ig EXTERIOR 0- -
JAME
OR z 2. BEYOND Ol
Lj
to W0
0icyFOR HEAD
AN() SiLi FASTF-NE-'S QUANTIT- SEE 1.1 ;
t
TYPES AIND SPECS
SHEET 6 & 6A 0 t '; JSE CF HORIZONTAL (
SEE SECTION 2) LIMITED By SCHEDULE
ON SHEET 7. DG FOR GLAZ;
NG DETkLS AND CLASS SCHEDULE C-1 SEE SHEET3.
AFOR MAXIMUM C.
L.O. SEE SCHEDULE ON, c g SHEET 3, JAME
OR MULLION,
19 EXTERIOR
15
e
16 P
N6(2) R'..
D (T") '2) 16 2) RETD (Typ) 2 22 1515 2
is 1
112".
114"
WEEP L I, NOTH
ON 'w (1
1/2'.
1/4, 11 ' 11 ED I)
F 1 14 MlllE SEAL LENGTH-, 5'A L EAL
LE NOTCH REQUIRED014NOTCHREQUIRE[ ON UN: E 5. ELDOFsueSILLSE44.MT AT CERrE"f < OF SUE SlU SEALANT AT CENTERLINE OF SUEI SILL Of MA_,'X)NS &
JAMES) I STRUCTURE OF' MULLIONS
JAMES) EXISTING
STEEL—i EXISTING POURED BUCK 1/
8- MIN, THIC'K U iS CONCRZTE STRUCTURE ASTV A-
36 ZL_ FASTENERS (By 07ERS) FASTENERS FASTENERS MIN.
SECTIONS AT JAMBS
0
SCALE 3V V v
TO POURED CONCRETE OR HOLLOW CONCRETE BLOCK STRUCTURE
TO WOOD STRUCTURE
SWu
TO STEEL STRUCTURE
3/8' mAx.
SPACE 31K W. Wal
EXISTNC PGUREO21 sou IPAIIT SPACE
Z
OR
SKl. CONCRETE
OR — T T BEYONO) HIEAD
OR S LL FXISTING
STEEL (BEYOND)
t
x HOLLOW
XISTING (
BEYOND)
STRUCTURE-
H- 01,
S_ CONCRETE
6LOCK 1/8" lAfN. THICX o
STRUCTURE ASTM A-36 I.; STRUCTURE 2x 'NOOD BUCK BY
OTHERS) NOTES STRUCTURE—
C
BY
D' A
C Ac
FOR JAMS FASTENERS SPACiN 3. 0
FASTENERS
FASTENERS FASTENERS A 7;rPESAND SPECS SEE SHEET 10. 23
FOR GLAZING DETAILS AND 23
23 CLASS SCHEDULE SEE SHEET, 3 6 & , I =—(D . . T :
li ouq cw :r _
z
TI, /c " A team .-- z 1 FO MAX MUM D.L.C. SEE I/L - '/.. R 5
AT VZ*DTH OF Jew 1 W/ 1/8 M'TH SCHEDULE ON SHEET 3. ATWwwOFION' SEXANT
OR w"
sxw
OR W/
SOQ.Nr LAILKIUK EXTERIORORDffERIOR z W 311c m3/
r wx —00 0 31le tM. A
316- MAX Zemw W/ sEkwg-
Lj SECTIONS AT MULLIONS
ova EA& OR SILL
HEAD OR SiLL
SCALE: 3ff = I"
HEAD OR S;
LL BEYOND , I HEAD
OR SILL
z 14Z AO
OR SILL
0 BEYOND) 4 EXTEMOR
8,
44
m - i M-
2 M-3 M-4 HEAD OR 511
BEYOND)- HEAD OR
SILL— BEYOND) - HEAD OR
SILL
SEYoND) z 21
tjc
LQjf,.
INDICATED
MAX3MUV AND MINIMUM VALUES FOR SPECIFIED SEALANT VERTICAi JONT '
WIDTH AT JAMES CONNECTED TO WALL HAVE BEEN
DETERMINED ONLY TAKING INTO CONS4DEFW1ON THE ACTUAL
MOVEME14 OF CLASS WALL AT AMBS DJ-E
TO THERMAL, WIND AND ITS OWN u CONSTRUCTION TOLERANCE,
AND
NOT PERFORMANCE FACTORSFROM THE SURROUNDNG,
STRljCTljRE M-5 M-
6
CORNER DETAIL AT JAMB
PLAN VIEW) scALE 3B'•r
3/6' "x-
SKM SPACE
By OTHERS)
FASTENERS
16
1+22
J
SEE DETAILS
ON SHEET 9
4t
19
2)16 ---,:
17
19 -
SEE N. 1.2.3/8)
MAXIMUM A.S.D. DESIGN PRESSURE RATING & CORRESPONDING n = 4
MAXIMUM FASTENERS SPACING SCHEDULE FOR JAMB CONNECTION v S
tv
MAXIMUM JAMB FASTENERS' SPACING "spcg" (in o.c.)
POUREDCONCIETE
WOOD STEELA.&D.
MULLION
DESIGN
PRESSURE SPACING
OR HOLLOW
CONCRETESLOCK 1 12" Min. THK. 1/8" Min. THK.
St/65TRATES SUBSTRATE SUBSTRATE
RATING
FASTENERS TYPE FASTENERS TYPE FASTENERS TYPE FASTENERS TYPE
PsO S,"(Ft•N) A 1/4'e B (Ilee) B' 5/16*0 C & C' 1/4"0
2 '& T 12 12 12 12
3 ' - 6: 12 12 12 12
4'- 0" 12 t2 12 12
350
4'- 6" 12 12 12 12
5'• 0" t2 12 f2 12
5'- 6 " 12 12 12 12
6 ' - 0 " 12 12 12 12
6 '- 8 " 12 12 12 12
2 '& 3' 12 12 12 12
3'- 6" 12 12 72 12
4'- 0" 12 12 12 t2
40.0 4'- 6" 12 12 12 12
5'- 0" 12 12 t2 12
5 ' - 61 12 12 12 12
6'- 0" 12 111/2 12 12
6'- 8" 12 101/2 12 12
2.83' 12 12 12 12
3 ' • 6- 12 12 12 12
4 ' - 0 " 12 12 12 12
45.0
4'- 6" 12 12 12 12
5 ' - 0 " 12 12 12 12
5 ' - 6 " 12 11 12 12
6'- 0" 12 1012 12 12
6'- 8" 12 9 12 12
2 ' A 3' 12 12 12 12
3 ' - 6: 12 12 12 12
a'- 0" 12 12 12 12
0 4'- 6" 12 12 12 12
5 ' - 0 " 12 11 12 12
5 `- 6" 12 10 12 12
6'-0" 12 9 12 12
61- 8". 12 8112 12 12
2 '& 3' 12 12 12 12
31 - 6 " 12 12 12 12
55.0 4'- 0" 12 1212 12
4 ' - 6 ^ 12 11 12 12
5'- 0' 12 10 12 12
2 '& 3' 12 12 12 12
60.0 3'- 6" 72 12 12 12
4 ' - 0 " 12 11 12 12 12
VIEW 'Y'
ISOMETRIC)
c O c
y' S
Ac FASTENERS TYPES: (SEE SPACING SCHEDULE)
A - 1 /4'0 ELCO FASTENING SYSTEM, L-C. ULTRAGON ANCHOR O= dt
W/ 1 314' Min. EMBEDMENT INTO POURED CONCRETE
Min. fe = 2.730 ksi) OR W/ 1 t/4" Min. EMBEDMENT INTO I& at
M $ et
HOLLOW BLOCK (Min fm 1.,924 ksi) & P MIN EDGE
DISTANCE. BEYOND ANY FINISH MATERIAL cO r
B - 114-0 ELCO FASTENING SYSTEM. LLC. ULTRACON ANCHOR
W/ 1 1/2" Min. PENETRATION INTO x WOOD BUCK (G=0.55)
2' MIN. EDGE DISTANCE, BEYOND ANY FINISH MATERIAL t wU) t
B' - 5116"0 ELCO FASTENING SYSTEM. LLC. ULTRACON ANCHOR
f
W11 12" Min. PENETRATION INTO 2 x WOOD BUCK (G=OS5)
1 516" MIN. EDGE DISTANCE,. BEYOND ANY FINISH MATERIAL. Ljp
O ouC • iwo-20 SLOTTED INDENTED HEX WASHER HEAD THREAD
u
R
CUTTING SCREW TYPE'r. ZINC COATED, W7 MIN F 77 ksi. CO
Fu = 100 ksi TO VT MIN. THK. ASTM A-36 STEEL & 1" MIN. EDGE
DISTANCE.
V g
C'- 1/4'0 ELCO CONSTRUCTION PRODUCTS DRILLFLEX STRUCTURAL CO
SCREWS TO MIN, 1/6" THK. ASM A-36 STEEL & 1" MIN. EDGE Q
DISTANCE.
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L
Revisio City of Sanford
ResponEseo Comments 0 Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # Submittal Date
Project Address: J / !Z W /--/J / 1 J
Contact: )c;,, ze—, L-,, lyt,
Ph: Fax:
Email: J 40
Trades encompassed in revision:
EBuilding 11
Plumbing 11
Electrical 11
Mechanical 11
Life Safety D
Waste Water Department
11
Utilities 11
Waste Water El
Planning El
Engineering Fire
Prevention P,
1 uilding a
General
description of revision: ROUTING
INFORMATION Approvals
W
T'Lds Igstrmarem Prepared By:
Name: DrM I Wiener, PA
Address: 3200Nb0HtuyTmi44aFbor Boca
Raton, FL33431 Pared#
Fob# 11203M340000010 NOUCR
OF COWUNCEbO1T Fee
Owner) Tbo
undersigned baraby gives notice That k ma* will be wA& to certain real property, and in awoolanoe whh Cbapter 713, FkudaStahkae,
rim&Uowingilfos wbm is Mvided Ju ft Notice ofCommoomwat 1.
Legsi Description of Proportyt Lot 1, of Boulevard Pkm WxKvisim Rcpla% accordkg to @a plat dmwf as rocatdod is Plat
Book 81, Page 62 Onoug1165, PuM Reooids ofSemhwle Couaty, Plodda Sftd
Ad&%% if available: 314 W. Lalao May Boulavvd, Sanford, Florida 32773 2.
Oaroral desarlpriou ofh ants: InsWadon of a stonfivmt system and coated work 3.
Owner infoaatation a.
Name and address: Borlovwd Plaza UP, 2240 NW 196 Street, Suite 801, Boca Raton, FL 33431 b,
h*reailk propaty. FEESJMPLE S. NameantiaddW4.
GU.ADomlaa,17400PoynerRoad N.,PolkCity,FL33M b. Phow nambeC.
863 207 W l c. Fax nun bar opdoaal, if service,
by Am is aceeptabie) 5. Surety: a.
Name and
addiasa: b. Phommunber: aAmountofbcodS
6. Leader , a.
Nameandaddreos; FastGmmBark
18251 USi Wnmy441,Mov&Dma+Florida21757 b. Phouonamlbe: ( ) 7.
Persons within
tla Stab ofFiorida designstd by Owner upoe whomnotioes or cedar doctamonts nary be saved as pmvMedby Sact6tax713.13(
1)(a)`J., Flodda Statues: a. Noma &ad
address: David J. Wien; PA., 3200 N M&tary Trail, 4° Floor, Boca Raton, FL 33431 b. PMm number: (
561) 989-2910 8. In addition
to the abovenansod, O oOwnardasigmtea tha£aIlowingpmm to rocdva acupyof&*LkW814Otke as provkkd in Section
713.13(1)(b), Fk" Statutes: Lies WCulloch, 3200 NMUory Trail, 4* Floor, Boo& Raton, FL. 3343I(561)999-
2240 9. Arpiratian due
of rrodoe of commencement 20 Exp"Wo date
is (1) year fiam the data of sxording unless otherwise apoolfied shave): wARra'NO To (
1WN®t ANY PA)W*AIWl M BY UMOWHW AFifIIt7W 10"ATM 0Fiti93r =CF(a0A. Wfr ARn trJti PAMW WROM PAYNtMtRURCnA=713, PAW
LaF7ClP'7N713.13,RMIDA=TV1a$Ara? CAN RWMTWYOMPAYRAIWKBFORWRMMMTOYOM PROPWTY.AAW=OF0060MMO
WrMW08RECORDFDANDPOMWONTRJWsusR6FO TWFWUR6YRCnON.D+YWWOMW)MAN FNNFK7FOD,CtMRJLTW1RiYOURIMMORANAT70i1WfiEF DRRCCLOARiCRWWCRKaitROODPDN(
iY0(RtNp11f,BOPCOAA iT; Sigoaduc of Ownaes
Authorized Ofoer: Boulevard Plaza L LC, a VW404rtf#od habalty company I ...'^ By: J ,
VioeFcesident
STATE
OF FLORIDA
CCQ YOFPAIMBEAC[i
Mic foregoing insiumm
t was swam to and subsuribed before use Ibis t!' day of Juror, 2019, by Jorge Moroll, Vero Pttakleot of M:Muz de
limitedliability
company, who is palsal&tly knovau to MD. Si mareafNofaryPablic:(SEAL)
PciidrtNmw. thder
perattles of
perjury, L declare duct I bavo read the foregoing and drat die hers stutad bet -On are true, to the beat of my btawledge and
be&L BouWvatd Plaza UP,
a Pbnda knifed 114ft company J VicaPra9idaut GRANT
MALOY, CLERK
OF CIRCUIT COURT SEMINOLE COUNTY FL CLER" # 201WO9924 BK
9155 Pp 1252; (1pg) E-RECORDED 06t19=1811:40:10 AM 10.00