101 florida engineering llc

PAGE :

DESIGN DATE:

SCALE: NTS

REVISION 2:

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GENERAL NOTES1. DESIGN CRITERIA: ALUMINUM SPECIFICATIONS:

LEGEND: (ALL MAY NOT APPLY)SCR = SCREENKP = KICK PLATEPW = PICTURE WINDOWX = HORIZ. SLIDING WINDOWO = HORIZ. STATIONARY WINDOWDH = DOUBLE HUNG WINDOWSH= SINGLE HUNG WINDOWSIP = SOLID INSULATED PANELCT = CABLE TIESG = SUPER GUTTERCS = CLEAR SPANKB = KNEE BRACE

ALUMINUM MEMBERS DIMENSIONS

2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATIONHAS BEEN ACCOMPLISHED IN ACCORDANCE WITHMANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITHTHE ATTACHED DETAILS.

3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREENENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDEDIN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSUREEXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.

HOLLOW SECTIONS2 x 2: 2"x2"x0.044"2 x 3: 2"x3"x0.044"2 x 4: 2"x4"x0.044"2 x 5: 2"x5"x0.050"

OPEN BACK SECTIONS1 x 2: 1"x2"x0.044"1 x 3: 1"x3"x0.044"

SNAP SECTIONS2 x 2 SNAP: 2"x2"x0.050"2 x 3 SNAP: 2"x3"x0.050"2 x 4 SNAP: 2"x4"x0.045"

SELF MATING (SMB)2 x 4 SMB: 2"x4"x0.044"x0.100"2 x 5 SMB: 2"x5"x0.050"x0.100"2 x 6 SMB: 2"x6"x0.050"x0.120"2 x 7 SMB: 2"x7"x0.057"x0.120"2 x 8 SMB: 2"x8"x0.072"x0.124"2 x 9 SMB: 2"x9"x0.082"x0.124"2 x 10 SMB: 2"x10"x0.092"x0.398"NOTE: AS INDICATED ABOVE ALL MEMBER PROFILES ARE INDICATED IN INCHES.

1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESSOTHERWISE SPECIFIED.

2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.

3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS

(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024INCHES.

5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHENWIND SPEEDS EXCEED 75 MPH PER FBC.

6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESSAPPROVED BY FLORIDA ENGINEERING LLC.

1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARDHOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASEDON TYPE M OR S MORTAR.

2. ALL MORTAR SHALL BE TYPE M OR S.3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE

MAXIMUM COARSE AGGREGATE SIZE OF 3/8".4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING

REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" INHEIGHT.

MISCELLANEOUS:

MASONRY SPECIFICATIONS:

RESPONSIBILITIES:1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED

CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDINGCODES, LOCAL ORDANANCES, AND THE ENGINEER SHALLBE NOTIFIED OF ANY DISCREPANCIES.

APPLICABLE CODES, REGULATIONS & STANDARDS:1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY

CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &CHAPTER 23 WOOD.

2. ASCE 7-10. & SEI73. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.4. ACI318 CONCRETE REFRENCE MANUAL.5. PCI PRECAST & PRESTRESSED CONCRETE.6. AA ASM 35 & AA ADM 1

WIND LOADS:1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE

1604.5: RISK CATEGORY 1.2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS

REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE1609.3.1 EQUIVALENT BASIC WIND SPEED: 130MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C

3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4

CONCRETE & FOUNDATION DESIGN:1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER

IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MOREREGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS AREAPPLICABLE:

A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THEFOLLOWING COMPONENTS:I. PORTLAND CEMENT TYPE 1 - ASTM C 150II. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33III. AIR ENTRAINING +/- 1% - ASTM C 260IV. WATER REDUCING AGENT - ASTM C 494V. CLEAN POTABLE WATERVI. OTHER ADMIXTURES NOT PERMITTED

B. METAL ACCESSORIES SHALL CONFORM TO:I. REINFORCING BARS - ASTM A615, GRADE 60II. WELDED WIRE FABRIC - ASTM A185

C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOTPERMITTED.

D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETEINSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3INCLUDING HOT WHEATHER RECOMMENDATIONS.

E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE

SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THEFBC.

G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPORBARRIER.

2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONALFOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THEPROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETESLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREEFROM STRUCTURAL CRACKING, SPALLING & OTHERDETERIORATION. EXISTING FOUNDATION/FOOTING UNDERCONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BEVERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILSFOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.

3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,DRILL & EPOXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.HOLE, EMBED 4" MIN W/ NON-SHRINKING SIMPSON EPOXY-TIE(OR EQUAL) TYP. ALL LOCATIONS.

4. WHEN INSTALLING 4" CONCRETE SLAB-ADD ADJACENT TOEXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPOXY W/NON-SHRINKING "SIMPSON EPOXY TIE" (OR EQUAL).

5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISENOTED.

1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALLCOMPLY WITH THE APPLICABLE REQUIREMENTS OF FBCR4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.

2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON AMANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4THWALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NOADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.

3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR INTHE FIELD.

4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTORSHALL EPOXY TO DECK OR GROUT TO DECK w/3000 PSIGROUT WITH BONDING AGENT.

5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BECOMPROMISED WITH THE ATTACHMENT OF THE PROPOSEDSTRUCTURE.

6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.

FASTENER SPECIFICATIONS:1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER

ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONSOR BETTER, INSTALLED TO MFG.)

2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,AND FASTENERS TO MANUFACTURING SPECIFICATIONS.

3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAGSCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISESPECIFIED.

4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOSTA. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED

1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDSB. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT

24" O.C. AND 6" FROM ENDS.C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK

SCREW AT 24" O.C. AND 6" FROM ENDSD. WHERE 1'X2" INSTALLED THROUGHOUT AN "OPEN VIEW"

SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS

PRO

JEC

T N

O.

2029403

MYR

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7 C

HEE

SEBU

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DAY

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, FL

This

item

has

bee

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sign

ed a

nd s

eale

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Cra

ig E

. G

unde

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, P.E

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the

date

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10/20/2020

*DO

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EXISTIN

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REVISIO

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:

DR

AW

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Y: RIC

HA

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TOW

NSEN

D (386) 882-0509

OR

IGIN

AL D

ATE:

CH

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ED B

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B N

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BER

:

FLOR

IDA

BU

ILDIN

G C

OD

E 2017 (6th EDITIO

N)

FOR

USE B

Y: MILLER

S SCR

EEN.

MILLER

S SCR

EEN - P.O

. BO

X 238179 POR

T OR

AN

GE, FL 32123-817

**

1 3 0 M

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FOR USE BY: MILLERS SCREEN & REPAIR - P.O. BOX 238179 PORT ORANGE, FL 32123-817 FLORIDA BUILDING CODE 2017 (6TH EDITION). THESE DRAWINGS ARE ONLY A GRAPHICAL

REPRESENTATION AND SHOULD ONLY BE USED AS A GUIDE. INSTALLATION SHOULD BE DONE BY A LICENSED CONTRACTOR ONLY. THE DRAWINGS, DETAILS, NOTES AND SPECIFICATIONS HAVE BEEN PREPARED BY AND ARE OWNED BY, FLORIDA ENGINEERING, LLC FOR USE BY MILLERS SCREEN ONLY EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THEY MEET ALL CLIENT AND/OR CONTRACTORS REQUIREMENTS. THEY SHALL NOT BE USED BY ANYONE OTHER THAN MILLERS SCREEN AND SHALL HAVE ONLY A ONE TIME USE. NO OTHER USE OR REPRODUCTION OF THESE DOCUMENTS SHALL BE DONE WITHOUT WRITTEN TRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND SPECIFICATIONS IN THIS DOCUMENT. THE CLIENT/CONTRACTOR SHALL NOT HOLD FLORIDA ENGINEERING, LLC LIABLE FOR ANY ERRORS, OMISSIONS AND/OR DAMAGE.

CA CERT. #30782

FLORIDA ENGINEERING LLC 4161 TAMIAMI TRAIL, UNIT 101 PORT CHARLOTTE, FLORIDA 33952

(941) 391-5980www.flengineeringllc.com

PROJECT NO. 2029403

*ACTUAL DOOR PLACEMENT VARIES.*DRAWING MAY BE MIRRORED IMAGE.

MYR

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This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on the date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

PAGE :

2

2X2

1X2 2X4

6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8"

40'

2X2

1X2

2X2

1X2

2X2

1X2

2X2

1X2

2X2

1X2

2X2

1X2

2X3 2X3 2X3 2X3 2X32X3

2X3 2X3 2X3 2X3 2X32X3

2X2 2X2 2X2 2X2 2X2 2X2

2X2 2X2 2X2 2X2 2X2 2X2

2X2 2X2 2X2 2X2 2X2 2X2

2X3

SPC

L.2X3 SPC

L.

2X3 SPCL. 2X3 SPCL.

2X2

1X2

2X2

1X2

2X2

1X2

2X2

1X2

2X4

2X4

2X4

25'-11" 22'-11"

2X7

2X7

2X7

2X6

2X6

5 5 5 5 5

2X4

2X2

1X2

2X2

1X2

2X2

1X2

2X2

1X2

2X2

1X2

2X4

2X4

2X4

2X4

2X4

10'2X 2X 2X 2X 2X

10'

3'-8

7

8

" 3'-8

7

8

"

13'-8

7

8

" 13'-8

7

8

"

3'-5

3 4

"6'-5

3 4

"6'-5

3 4

"6'-5

3 4

"

27'-6"

10'

3'-8

7 8

"

13'-8

7 8

"

6'-5

34

"6'-5

34

"6'-5

34

"6'-5

34

"

27'-6"

10'

3'-8

78

"

13'-8

78

"

7" SUPER GUTTER 12" O.H.

7" SUPER GUTTER 12" O.H.

RESIDENCE

LATTITUDES217 CHEESEBURGER

CORNER BRACE

WIND BRACE

WIND BRACE

CORNER BRACE

CORNER BRACE

WIND BRACE

WIND BRACE

CORNER BRACE


REPRESENTATION AND SHOULD ONLY BE USED AS A GUIDE. INSTALLATION SHOULD BE DONE BY A LICENSED CONTRACTOR ONLY. THE DRAWINGS, DETAILS, NOTES AND SPECIFICATIONS HAVE BEEN PREPARED BY AND ARE OWNED BY, FLORIDA ENGINEERING, LLC FOR USE BY MILLERS SCREEN ONLY EVERY EFFORTHAS BEEN MADE TO ENSURE THAT THEY MEET ALL CLIENT AND/OR CONTRACTORS REQUIREMENTS. THEY SHALL NOT BE USED BY ANYONE OTHER THAN MILLERS SCREEN AND SHALL HAVE ONLY A ONE TIME USE. NO OTHER USE OR REPRODUCTION OF THESE DOCUMENTS SHALL BE DONE WITHOUT WRITTENPERMISSION OF FLORIDA ENGINEERING, LLC. IT IS THE RESPONSIBILITY OF THE CLIENT/CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND SPECIFICATIONS IN THIS DOCUMENT. THE CLIENT/CONTRACTOR SHALL NOT HOLD FLORIDA ENGINEERING, LLC LIABLE FOR ANY ERRORS, OMISSIONS AND/OR DAMAGE.

END WALL

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ACE

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2" X 2" X 0.063" ANGLE ANCHOREDTO 2X3 SPCL.WITH (2) # 12 X 3 4" S.M.S.

AND INTO CONCRETE WITH(1) 7

32" X 2 1 4" S.S. TAPCONS

1X2OPEN BACK.

CHAIR RAIL OR WALL GIRTS ATTACHEDTO BEAM OR POST WITH INTERNAL "U" CHANNEL

A.K.A. "INTERNAL CLIP"WITH MIN. (4) # 12 X 3 4" S.M.S.

2X2 SHOWN.2X2 SHOWN.

1X2 SHOWN.1X2 SHOWN.

2X3

SPCL

. COR

NER

POST

.

2X3

SPCL

. COR

NER

POST

.

FRONT WALL TOP ATTACHED TOSIDE WALL EDGE BEAM WITH AN INTERNAL

2" X 2" X 0.063" ANGLEON THE INSIDE CORNER OF THE TWO

USING (4) # 12 X 3 4" S.M.S.& ALSO

ATTACHED TO EACH OTHER USINGAN INTERNAL "U" CHANNEL A.K.A.

"INTERNAL CLIP" WITH MIN, (4) # 12 X 3 4" S.M.S.

2X4 SHOWN.

2X3 SHOWN.

*ALL FASTENERS ARE S.S.SCALE: 2" = 1'

CA CERT. #30782

FLORIDA ENGINEERING LLC 4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952


PROJECT NO. 2029403

3" X 6-1/2" X 0.050" STRAP

@ EACH BEAM & (1) CENTERED

BETWEEN BEAMS ATTACHED TO GUTTER

USING (2) #12 X

3

4

" S.M.S.

@ LIP OF GUTTER & (2) # 14 X 2"

THROUGH STRAP & BACK

OF GUTTER INTO FASCIA AND

7" SUPER GUTTER SHOWN.

5" SUPER GUTTER IS ACCEPTABLE.

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WITH (4) # 12 X

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INTO GUTTER & INTO BEAM.

(BOTH SIDES OF BEAM - PATTERN MAY VARY)

*2X7 ROOF BEAM

SHOWN.

BEAM SIZE & ANGLE

VARIES.

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*USE SAME METHOD OF ATTACHMENT

IF CONNECTING TO WOODEN WALL.

SUBSTITUTE

7

32

" X 2-1/4" TAPCONS FOR THE

# 14 X 2" S.M.S.IF CONNECTING TO A BLOCK WALL.

3" X 6-1/2" X 0.050" STRAP.

4

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7" SUPER GUTTER SHOWN.


RECEIVING CHANNEL CAP

FOR AESTHETICS ONLY.

*USE SAME METHOD OF ATTACHMENT

IF CONNECTING TO WOODEN WALL.

SUBSTITUTE

7

32

" X 2-1/4" TAPCONS FOR THE

# 14 X 2" S.M.S.IF CONNECTING TO A BLOCK WALL.

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.

2" X 2" X 0.090" ANGLE.

WITH (4) # 12 X

3

4

" S.M.S.

INTO GUTTER & INTO BEAM.

(BOTH SIDES OF BEAM - PATTERN MAY VARY)

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# 14 X 2" S.M.S. THROUGH BACK

OF GUTTER AND INTO FASCIA 12" MAX. O.C.

ENTIRE RUN OF GUTTER.

3" X 6-1/2" X 0.050" STRAP.

*DO

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LOC

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ETERM

INED

IN TH

E FIELD.

** EXISTIN

G C

ON

CR

ETE BY O

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NLESS SPEC

IFIED O

N TH

IS PAG

E.

REVISIO

N N

UM

BER

:

DR

AW

N B

Y: RIC

HA

RD

TOW

NSEN

D (386) 882-0509

CH

ECK

ED B

Y:JO

B N

UM

BER

:

SCA

LE 1/8" = 1'

FLOR

IDA

BU

ILDIN

G C

OD

E 2017 (6th EDITIO

N)

FOR

USE B

Y: MILLER

S SCR

EEN.

MILLER

S SCR

EEN - P.O

. BO

X 238179 POR

T OR

AN

GE, FL 32123-817

1 3 0 M

P H

W I N

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E X S P O S U

R E

" C "

PAGE :

3


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1

. BRAIDED CA

8 " S" S.S

18" PLATE ON 45° ANGLE

OR 18" X 2" X 2" OR LARGERWITH MIN. (4) # 12 X 3 4" S.M.S. INTO

EACH INTERSECTING MEMBER.

5" X 3 8" S.S. EYEBOLTWITH S.S. WASHERS & NUTS

FOR CABLE TENSION

(2)2) ALUMINICRO PRESSES

@ EACH END OF CABLE

2" X 4" X 18" PLATEWITH (2) 7 32" X 2-1/4" TAPCONS.

S.S. PAD EYES / SADDLESMAY BE USED IN PLACE OF

2" X 4" X 18" PLATEAS NEEDED

ARIES)

ROOF PURLIN (SIZE V

END WALL HEADE

TO

R.

2X4 EDGE BEAM.

SIDE WALLUPRIGHT

(SIZE VARIES)*2X4

SHOWN.

ROOF

PUR

LIN

(SIZ

E VA

RIES

)TO

END

WAL

L HE

ADER

.

REQUIRES (3) # 10 X 2" S.M.S.& (2) # 12 X 3 4" S.M.S. THROUGHPURLIN INTO TOP OF EDGE BEAM


CA CERT. #30782

FLORIDA ENGINEERING LLC 4161 TAMIAMI TRAIL, UNIT 101 PORT CHARLOTTE, FLORIDA 33952


PROJECT NO. 2029403

*DO

OR

LOC

ATIO

N D

ETERM

INED

IN TH

E FIELD.

** EXISTIN

G C

ON

CR

ETE BY O

THER

S U

NLESS SPEC

IFIED O

N TH

IS PAG

E.

REVISIO

N N

UM

BER

:

DR

AW

N B

Y: RIC

HA

RD

TOW

NSEN

D (386) 882-0509

CH

ECK

ED B

Y:JO

B N

UM

BER

:

SCA

LE 1/8" = 1'

FLOR

IDA

BU

ILDIN

G C

OD

E 2017 (6th EDITIO

N)

FOR

USE B

Y: MILLER

S SCR

EEN.

MILLER

S SCR

EEN - P.O

. BO

X 238179 POR

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MYR

ICK

POO

LS 217 CH

EESEBU

RG

ER D

AYTO

NA

BEA

CH

, FL



*ROOF S.M.B.

2" X 7" SHOWN.

GUSSET PLATE THICKNESS 0.125"

MINIMUM NUMBER OF SCREWS

EACH SIDE OF SPLICE & EACH

SIDE OF BEAM.

2X4 S.M.B. (6) # 12 X

3

4

" S.M.S.

2X5 S.M.B. (6) # 12 X

3

4

" S.M.S.

2X6 S.M.B. (8) # 12 X

3

4

" S.M.S.

2X7 S.M.B. (12) # 12 X

3

4

" S.M.S.

2X8 S.M.B. (14) # 12 X

3

4

" S.M.S.

2X9 S.M.B. (16) # 12 X

3

4

" S.M.S.

2X10 S.M.B. (18) # 12 X

3

4

" S.M.S.

*MAINTAIN 2dEDGE DISTANCE ON SCREWA.

*PATTERNS MAY VARY

*PRIMARY CONNECTION FORACCESSIBLE SCREW BOSSES.INTERNAL SCREW BOSSES

REQUIRE (4) # 10 X 2" S.M.S.

*ROOF S.M.B.2" X 7" SHOWN.

3 4

BEAM

*B

D

O .M. . FOR

MAX 2' X .

EAMS STITCHE

N 2" FACE WITH #

X. SPACING OF

2' X 8" &S

MAMAX S" S

.

12 X " S.M.S.

*#14 X 3 4

USE

S8

TITCHING.

MINIMUM NUMBER OF TAPCONS INTO CONCRETE &# 12 X 3 4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM

THROUGH SECONDARY 2" X 2" X 0.063" ANGLESSEE BELOW

2X4 S.M.B. (1) 7 32" X 2 14" S.S. TAPCON & (2) # 12 X 3 4" S.M.S.2X5 S.M.B. (1) 7 32" X 2 14" S.S. TAPCON & (2) # 12 X 3 4" S.M.S.2X6 S.M.B. (2) 7 32" X 2 14" S.S. TAPCON & (3) # 12 X 3 4" S.M.S.2X7 S.M.B. (2) 7 32" X 2 14" S.S. TAPCON & (4) # 12 X 3 4" S.M.S.2X8 S.M.B. (3) 7 32" X 2 14" S.S. TAPCON & (5) # 12 X 3 4" S.M.S.2X9 S.M.B. (4) 7 32" X 2 14" S.S. TAPCON & (6) # 12 X 3 4" S.M.S.

2X10 S.M.B. (5) 7 32" X 2 14" S.S. TAPCON & (7) # 12 X 3 4" S.M.S.

2" X 2" X 0.063" ANGLES ANCHOREDTO UPRIGHT WITH # 12 X 3 4" S.M.S.

AND INTO CONCRETE WITH7

32" X 2 1 4" S.S. TAPCONS

* IF PAVERS ARE ADDED ON TOP OF CONCRETTHE ANCHOR LENGTH MUST BE INCREASED

TO ACHIEVE 1-1/4" MIN. EMBEDMENTINTO CONCRETE SLAB OR FOOTER

THROUGH ANGLES ATTACHED TO UPRIGHTS ONLY.

WALL TOPSIZE VARIES.

*SECONDARY CONNECTIONAS NEEDED.

CHAIR RAIL OR WALL GIRTSATTACHED TO BEAM OR POST

WITH INTERNAL "U" CHANNEL A.K.A. "INTERNAL CLIP"WITH MIN. (4) # 12 X 3 4" S.M.S.

CHAIR RAILSIZE VARIES.

*PRIMARY CONNECTION FORACCESSIBLE SCREW BOSSES.

INTERNALSCREW BOSSES REQUIRE (4)

# 10 X 2" S.M.S.

1X2OPEN BACK.

PURLINSIZE VARIES.

*PRIMARY CONNECTION FORACCESSIBLE SCREW BOSSES.

INTERNALSCREW BOSSES REQUIRE (4)

# 10 X 2" S.M.S.

*WALL S.M.B.2" X 5" SHOWN.

732" X 2-1/4" TAPCONS

THROUGH 0.063" ANGLEAND SPACED 24" MAX. O.C. THROUGHNON - STRUCTURAL 1X2 OPEN BACK

SCALE: 2" = 1'*ALL FASTENERS ARE S.S.SCALE: 2" = 1'

*ALL FASTENERS ARE S.S.


2" X 2" X 0.090" ANGLE.WITH (4) # 12 X 3 4" S.M.S.

INTO GUTTER & INTO BEAM.(BOTH SIDES OF BEAM - PATTERN MAY VARY)

RECEIVING CHANNEL CAP

FOR AESTHETICS ONLY.7" SUPER GUTTER SHOWN.


# 14 X 2" S.M.S. THROUGH BACKOF GUTTER AND INTO FASCIA

12" MAX.O.C.ENTIRE RUN OF GUTTER.USE SAME METHOD OF ATTACHMENTIF CONNECTING TO WOODEN WALL.

SUBSTITUTE 7 32" X 2-1/4" TAPCONS FOR THE# 14 X 2" S.M.S.IF CONNECTING TO A BLOCK WALL.


*DO

OR

LOC

ATIO

N D

ETERM

INED

IN TH

E FIELD.

** EXISTIN

G C

ON

CR

ETE BY O

THER

S U

NLESS SPEC

IFIED O

N TH

IS PAG

E.

REVISIO

N N

UM

BER

:

DR

AW

N B

Y: RIC

HA

RD

TOW

NSEN

D (386) 882-0509

CH

ECK

ED B

Y:JO

B N

UM

BER

:

SCA

LE 1/8" = 1'

FLOR

IDA

BU

ILDIN

G C

OD

E 2017 (6th EDITIO

N)

FOR

USE B

Y: MILLER

S SCR

EEN.

MILLER

S SCR

EEN - P.O

. BO

X 238179 POR

T OR

AN

GE, FL 32123-817

1 3 0 M

P H

W I N

D

Z O N

E /

E X S P O S U

R E

" C"

PAGE :

5

CA C

ERT. #30782

FLOR

IDA EN

GIN

EERIN

G LLC

4161 TAM

IAMI TR

AIL, UN

IT 101 PO

RT C

HAR

LOTTE, FLO

RID

A 33952(941)391-5980

ww

w.flengineeringllc.com

PRO

JECT N

O. 2029403

This item has been electronically

signed and sealed by Craig E.

Gunderson, P.E. on the date below

using a D

igital Signature. Printed copies of this docum

ent are not considered signed and sealed and the signature m

ust be verified on any electronic copies.

MYR

ICK

POO

LS 217 CH

EESEBU

RG

ER D

AYTO

NA

BEA

CH

, FL

101 florida engineering llc

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