315 E 10 St - BR18-004339 - DOOR AND WINDOW REPLACEMENTCITY OF OCT 1 20
F Sk 40RD PERMIT APPLICATION
BUILDING DIVISION
Application No: 4
Documented Construction Value: $jp
Job Address: 315E 10TH STREET, SANFORD, FL 32771 Historic District: Yes No
Parcel ID: 25-19-30-5AG-1201-0010 Residential Q Commercial
Type of Work: New Addition Alteration U Repair N D Change of Use Move
Description of Work: D o REPLACE DOOI AND WINB6WS
Plan Review Contact Person: GUSTAVO RAMIREZ Title: GENERAL CONTRACTOR
Phone: 321.229.7360 Fax: Email: GRASCOINC(@GMAIL.COM
Property Owner Information
Name BOWLES JOHNNIEL L Phone: 4n7-710-2000
Street: 315 E. 10TH Resident of property?: YFS
City, State Zip: SANFORD, FL 32771
Contractor Information
Name GUSTAVO RAMIREZ Phone: 321.229.7360
Street: 1970 E. OSCEOLA PKWY STE #12 Fax:
City, State Zip: KISSIMMEE, FL 34743 State License No.: CGC1512219
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: 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 apermit 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. 1. 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 ofapplication and the code in effect as of that date: 6`1 Edition (2017) Florida Building Code
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 ofthe1ob at the time ofsubmittal. The actual construction value
Al be figured based on the, current ICC Valuation Table in effect at the time thepermit 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 compliance with all applicable laws regulating construction and zoning.
9's IL l 0 -19 - 2 018-
Signature of Owner/Agent Date Sig tore of Con c or Agent Date
U SThVO Rbr- t R-ez
Print Owner/Agents Name Print Contractor/Agent's Name
G1, s4o. qo lo — tAJ)UOO
Sig ature of Notary -State of Florida y Date Sig ature of Notarv-State of Florida Date
@gy/A4"1At aR ISTINR8FSbVftaPPnown to Me or Contractor/Agent is * Personally Known to Me or
aMyI0DMMISSIOq-,ff8 8 Produced ID 1,C ViC. bf-IDp r49p"A RESTREPO
eoFNdi EXPIRES August 23, 2020 My COMMISSION # GG003568
407) 398.0153 FloridallotaryService.com " o= 1... = EXPIRES August 23, 2020
3 ,0153 Florida
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 5C— t k- tq- S
REQUMED INSPECTI
1Bp9
Footer Sl6thack
Rernwall
Foundation' / Form Board.*Survey
SlablMono Slab.Prepour
Lintel / Tie- Beath / Fill Down Cell
Sheathing-L, WaHs-
Sheathing -L, Raof
I!Roof Dry l
Frame
Insulation Rough In-
Firewall Screw Pattern
Drywall / Sheetrock
ILath Inspedtion
Final Solar
Final Roof
Final Stucco ,Siding
Insulation Final
Final Utility Building -
Final Door I
ID Final
Screen.Room-
Final.. Pool Screen Enclosure.
Building- Final' Mobile Home
Pre: Demo
Final Demo.
Final Single 8amffy Resfdencet
Final. Building (Other)
Address:
LWn Descidodom
KeictAcLunder-ground
Footei /' Slab Steel Bond
Electric Rough
T.U.G.
I Pre -Power Final
Electric Final
M.—
Mm
MR:
Mar.
om YAllngg rwo
Imspe6fion Descri2tion
p ing -Underground
I Plumbing Sewer
I [Plumbing Tulp- Set
I -Plumbing Final
Bon Max limsjgecoolm Descri2flou
Mechanical Rough
Mechanical. Final
IM
FinnMsMIX eeftor m Des 26mi
Gas Underground
Gas Rough
I Gas. Final
RIEVISIED.* JVne 20144
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
I hereby name and appoint: RUBEN B. RAMIREZ
an agent of: GRASCO INC.
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
D The specific permit and. application for work located at:
315 E 10TH. ST SANFORD FL 32771
Street Address)
Expiration Date for This Limited Power of Attorney: 1 YEAR
License Holder Name: GUSTAVO RAMIREZ
State License Number:
Signature of License B
STATE OF FLORIDA
COUNTY OF S vw ro Q!l
The foregoing 'pstrument , s acknowledged before me this
2006 , by JJuT(t1uO j ti.; 111,
to me or o who has produced
identification and who did (did not) take an oath.
Notary Seal)
MARIA CRISTINA RESTREPO
MY COMMISSION # GG003568
EXPIRES August 23, 2020
407) 398-0153 Fiondallotaryservice.com
Rev. 08.12)
Sigilature
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
19 day of OJA ,
who is .fir personally known
as
ti
Seminole County, FL
nst # 0181y224Grant ,188erk
Book:9237OfThercuit
Page:1892; (1 PAGECourt & S) rRCD 10/24/2018 1022:35 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED B 0
Name: GRASCO INC. CO ic'144b S241,j t219Z
Address: 19 0 . OSC O S 12
KISSIMMEE-FL_ 3a7d3 —
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
CERTIFIED COPY GRANT MALOYCLERKOFTHECIRCPUITCOURT
AND COMPT
SEMI 10,LE U FYr FLORIDA
DEPUTY CLERKBYo
Date
Permit Number: Parcel ID Number: 25-19-30-5AG-1201 -0010
The undersigned hereby gives notice that improvement will be made to certain real properly, and in accordance withChapter713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available)
E 59 FT OF LOTS 1 + 2 + N 1/2 OF ALLEY ADJ ON S BLK 12 TR 1 TOWN OF
SANFORD PB 1 PG 59. 315 E 10TH ST SANFORD FL 32771
GENERAL DESCRIPTION OF IMPROVEMENT:
INTERIOR REPAIRS: DRYWALL, WINDOWS AND DOORS, FLOORING AND
PAINTING
OWNER INFORMATION:
Name: BOWLES JOHNNIE
Address: 315 E 10TM ST, SANFORD, FL 32771
Fee Simple Title Holder (if other than owner)
CONTRACTOR:
Name: GUSTAVO RAMIREZ
Address: 1970 E. OSCEOLA PKWY S912, KISSIMMEE, FL 34743
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In It are true
to the best of my knowledge and belief.
Owners Signature Oimers Printed Name
Florida Statute 713.13(1)(g):' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead'
State of ' `lhch County of GUA.Nf PA "'
The foregoing instrument was acknowledged before me this _ day of "'^ . 20 15
by J "Vi fta W & Who is personally known to me
Name of person making statement
OR who has produced identification 0 type of identification produced:
a?*Y"•e. MARIA CRISTINA RESTREPO
MYCOMMISSION iFGG003568 yj S µuC o. EXPIRES
August 23, 2020 Notary -Signature 407)
393-01a3 Flohdallotar semee.eom
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
I(•l j,f8
DATE
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND OT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECH ICAL
ODES, NOR SHALL ISSUANCE OF A PERMIT P EVEN'
THE BUILDING OFFICIAL FROM THEREAFT R
REQUIRING A CORRECTION OF ERRORS IN P NS,
CONSTRUCTION OR VIOLATIONS OF THIS C DE
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 2
Application Number . . . . . 18-00004338 Date 10/24/18
Property Address . . . . . . 2414 ELM AVE
Parcel Number . . 36.19.30.539-0000-1280
Application description . . . MECHANICAL PERMIT
Subdivision Name . . . . . . FRANKLIN TERRACE
Property Zoning . . . . . . . SINGLE FAMILY
Permit . . . . . . MECHANICAL PERMIT -RESIDENTIAL
Additional desc . . . , .
Phone Access Code 1084052
Permit pin number 1084052
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
1000 410 MH02 MECHANICAL FINAL / s/
N
1., City Sanford
Building and ' ' ' , l
Product Approval Specification Form
Permit #
Project Location Address 316- E /01-h 67- 6AYT f0 El--
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging N4f oN tTE . ivOWL 0- EL 000/7- L# .2126-13 -6
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hung 6ILvvL LIOE 2i s F 146-
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category/ Subcategory Manufacturer Product
Description
Florida Approval #
including decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name eu,rmu
Please Print)
June 2014
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NIMLADGE STANCE SUBSTRATE BY OTNE $/B' MAX SHIM SPACE
SUBSTRATE :BYOTH INTERIOR
TO BE INSTALLED
MIN. EMIL I ABOVE MEETING RAIL
TO BE INSTIULED
BELOW MEETING RAIL
SHIM SPACE
MIN. EXTERIOR
EXTERIOR INTERIOR: EDGE DISTANCE
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THROUGH FRAME S". MIN: F1' - 33KSI 10 TEX SCREW PENETRATION BEYOND 0.75'
INSTALLATION NOTES: METAL
L . ONE (1) INSTALLATION ANOWR 5REQUIRED ATEACH ANCIOR LDokT10N SHOWN. ton I 3/18' RW TAPCON 1
2 THE NUMBER OE EMINIMUM NUMBER OF ANCHORSTOBEUSEDINSTALLINSTALLATION
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3. INSTALL INDIVIDUAL INSTALLATION ANWOM WITHINA TOLERANCE OF t1/2;INCH THE DEPICTED LOCATION NOTE: . tSPAONG.INTHEANOWRLAYOUTDETAILS (LE,: WITHOUT CONSIDERATION OFTOLERANCFSj., - 1.7COCATIONOFBUCK ORWINDOW ANCHORSMAY BE TOLERANCES ARE NOT CUMUTATIVE FROMONEVBTALIATWNANOWRTOTHENEXT. ADJUSTEDTO MAINTAINI' MIN. CENTER TO CENTER 4. SHIM AS REQUIRED AT
EACH INSTAL JATIONANCHOR WITH OADBEARDWSHIRq(a MAXIMUM ' SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. ALLOWABLE SHIM STACK TO BE 1/
4INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OU11R5. SPACING SPEQflED IS NOT EXCEEDED. ' .: SHIM(S) SHALL BECONSTRUCTER OF
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NG BUT NOTLLMNTED TO ER, AND SIDDIG. 4• FROM CORNERS16`MAX O.C. THEREAFTER Nmt
c SUM N 6.: INSTALLATION ANCpRS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT 2X WOOD.BUCK OF SUFFICIENT: ow mm v: MATFJiNLdi HAVE A CORROSION RESISTANTORATING. : DEPTH TO FULLYSUPPORT FLIk 7. FOR HOLLOW BLOCK AND GROUTRLLEp WINDOW
FRAME. C•B JOINTS, EDGE DISTANCE IS oo NOT INSTALL
INSTALLATION AN INTO MORTAR J 'BY OTHERS f 1 SHELL OF BLOCK. MEASURED ROOM no EDGE
OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 12/4. MIN. DATE M 'It% 5clL'_RN
d BUILDING ®tl`l®PS FL#: FL14911
A Perfect Solution in Every Drop[ Date: 09/24/2017
Certificate of Authorization:29578 Report No: 5141
Manufacturer: SILVER LINE WINDOWS AND DOORS
Product Category: Windows
Product Sub -Category; Single Hung ;
Compliance Method: State Product Approval Method (1)(d)
Product Name:' Series 2100 Model 2111 Extruded Vinyl Single Hung Window w/Flange
Scope: This is a Product Evaluation Report issued by'Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Windows and Doors based 'on Method ld of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation- Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other errtity involved in the approval process of
the product named herein.
This product has been 'evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions SW3018, signed and sealed by Hermes'F. Norero, P.E. (FL # 73778) for
specific use parameters.
Limits of Use:
1. This product has beenevaluated and is in compliance with the current Florida Building Code,
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown ondetails. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this productcomplies with Chapter
16 of the current Florida Building Code and does require; an impact resistant covering.
5.
Site conditionsthatdeviate from the ;details >of drawing SWD018 require further engineering analysis
by a licensed engineer or registered architect. 6.
See Installation Instructions SWD018 for size and design pressure limitations. Hermes
F. Norm, F.E. Florida
No. 73778 Page
2of3
r/@AA\\ BUILDING DROPS FL*: FL14911
A Perfect Solution in Every Drop Date: 09/24/2017
Certificate of Authodzatlon: 29578 Report No: 5141
Quality Assurance Entity: The manufacturer, has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association (FBC Organization #QUA2515).
Performance Standards: The product described herein has been tested per:
AAMA/WDMA/CSA 101/I.S.2/A440-11
Referenced Data:
L. Product Testing performed by Architectural Testing, Inc.
FBC; Organization# TST1795)
Report M. AT[ D4558.01-109-47 Report Date: 02/11/2014
2. Quality Assurance Entity
Window and Door Manufacturers Association
FBC Organization #QUA2515)
installation Method: Please refer to installation instructions, SWD018, for anchor methods, selection, spacing,
edge distances, embedment's and further details of installation.
Design Pressure: Please refer to installation instructions, SWD018, for mull combination grouping,
configurations, and corresponding design, pressures.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
CL 00IjjMASONITC.0 C
WOOD -EDGE STEEL DOOR UNIT Q
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES _p o J
F- cn
GENERAL NOTES O Q1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Lu
THE FLORIDA BUILDING CODE AND WHERE PRESSURE Q U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM 2
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, W U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. o F"
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ONF-
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELTTES. LLI3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), wHURRICANEPROTECTIVESYSTEMISNOTREQUIREDONOPAQUEx
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON -IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
Q5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION LITE FRAME
m
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING $ } oDOUBLEDOORUNITW/SIDELITES4500HOURSXENONARCMETHOD1 0
a a
V)
3 m
00 • . 00. 00 ou
0011 0 0 110 0_1 11 00 1 110 0 1 u 00 11 0 9LDwvqi
a s
SINGLE -DOOR UNTT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W ;.SIDELITES DOUBLE DOOR UNIT. WISIDELITES
WITH SIDELRE WITH SIDELITE 0D ' Lu
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AddWmtoNAA9 / DWG. : sws
CeAdle onNa .
CHI(. BY:
fl6M19NBd.8'j KART BALTHAZOR DRAWING ' NO.:
DOB, -j, FLORIDAORIDA 3P.E. DWG-MA-FLO211-17
SHEET OF
SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F
RATE OF BURNING ASTM Q635 1.28 IN ,MIN
SMOKE DENSITY ASTM D2843 70.2X
TENSILE STRENGTH" ASTM D638 1.8R RIFF
149' MAXMAR. OVERALL FRAME WIDTH
21" MAX 36.375" MAX.
D-L-O• ' PANEL WIDTH 37.5" MAX.
W/ASTRAGAL FRAME WIDTH
m ,
i o
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO. BE i5X OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 .S Z-SERIES O S HIGH DAM 0 S T4 0 S HP BUMP 0. S
X - - 37:5 70.0-30.0 50.0 -50.0 50.0 -50.0 50.0 - -50.0
XX 74 55.0 -55.0 55.0 -55.0 N A 20.0.-20.0.:.+30.0 30.0 ..+50.0 50.0... N A N' A
OX or XO 75- 55.0 -55.0 55.0 -55.0 N A 20.0 30.0, "-30.0 50.0' NA....
OXO T12:5- 55.0 -55:0 55.0 -55.0 20.0 -20.0 i;+30.0 -30.0 50.0 -i -50.0 N A N A
OXXO 149 55.0 : -55.0' 55.0 -55:0 20.0 '..:-20.0 50.0 =50.0 N::A NA
TABLE OF CONTENTS
SHEET DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS & DETAILS
3 ANCHORING LOCATIONS &DETAILS
3"
SEE DETAIL
C"
3"
A
6"
3,
SEE DETAIL
3."
E"
3
3.
JI
i 6"
3. L 3.
11
8
a
Q
a
B
OBA
00
6" " 3
a
II I r 6" 6"
II I
3"
3"3-1
3"
6"
I s
m
N
w a
a SEE DETAIL
D"
J
W
W
O2
N
uS
a G
6"
SEE DETAIL #8 x 2"
8 x 2" #10 x 5/8"
8 x 2" #
10 x 5/8"
10 x 1 " ASTRAGAL #
10 x 2-1 /2' ATTACH ASTRAGALRETAINER BOLT 0 #
10 x 1" STRIKE PLATE TO FRAME 5
8" AS SHOWN. 10HOT
MELT EL
STOMER HOT
MELT EE
DETAIL Cl.
6"
ASTRAGAL
RETAINER BOLT HOLE MUST
BE DRILLED THROUGH THE
THRESHOLD & INTO THE STRUCTURE
DEEP ENOUGH 66FORA1.375" THROW DETAIL "
F' ASTRAGAL 6
X 1-1/2' PM 1/
2' BTIE JEXrMQ$
JtlTMOR TYPICAL
GLAZING DETAIL NON —
IMPACT GLASS ddzrd
m ro NA11 No:.
Nfv 3:1+Fs anTE 5 26 17 O6MRa1>
is SCALE. N.T.S. owc.
er: SWS CHK.
8K'
SEE DETAIL
C" SHT. 2
3'
nN
a
U
d SEE DETAIL
N "D" SHT. 2
J
cyw T
m in0ui
1 lrd
1
3"
ATTACHMENT DETAIL 1M2r5" ,.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, PE M
FLORIDA #62514) WITH THE LOWEST (LEAST) CL
FASTENER RATING FROM THE DIFFERENT FASTENERS:
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
i
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
HARDWARE SCHEDULE
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
1MIN" 0MM"
SHIM
CL
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1"X1/2' CORRUGATED #10X2" WOOD SCREW
3' FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
I
ACRYLIC
CAULK
aC c
CAULK CL
I
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) M" MULLION (BOXED)
3WO D SCREWS
EACH END Adde(dmtoWX
ra
INTEGRAL WOOD
MULLION (CHS)
ck: 00
o
OJ QO J
O
LLI Q
C_
LU
In
Lu
N.T.S.
Dee. BY: SWS
CHK. BY:
OF
IE