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HomeMy WebLinkAbout21-3038City of Zephyrhills 5335 Eighth Street `'�� , y� {�4 Zephyrhills, FL 33542 V_ 03 3 _ 021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue ®ate: Permit e: Special Event/Temporary Sa ,,a`+ S` a.,a �ti 34 25 21 0010 00100 0010 7921 Gall Boulevard 7 t hi„*i' \"�. 'r~t as " 9 L i. ' "', � \`5: 1 , ' , �� :.gt, 4' ,..u, ti� ....: ti,}), , 1 t33 n � .g ; 11ss t 1 t 4 „ 1 i1 t $ h*. �t.�i t a..... as. ,e t't �. 5}\�C�?. u9,`t„�; ir,x4.1'.a� < ac,,,� }� au t t, Name: LOWES HOME CENTER INC Permit Type: Special Event/Temporary Sales Contractor: D EAGLE ENTERPRISES Address: 7921 Gall Blvd ZEPHYRHILLS, FL 33542 Phone: (813) 838-9000 Class of Work: Special Event/Temporary Sale I INC Building Valuation: Electrical Valuation: Mechanical Valuation: Plumbing Valuation: Total Valuation: $0.00 Total Fees: $93.00 Amount Paid: $93.00 Bate Paid: REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. 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 recordsof i there may be additional permit required from other governmental :03172L=711Z�3 In; Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. 1• OCCUPANCY BEFOREC.O. 1 CONTRACTOR SIGNATURE M ED AL AB -Dt-SEIGN PRESSURE F I H* SUl', S I COMP 0 (N X HABIT;AIBLE) COMPL G TO SEC 5.0 OF AAMA/NPEA/NSA 21 -Dv X 1` 0 it �—L-A(-ScSl: L N 00 w In uj W% 0 w co z 't K) CD t'sty, L. m z 0 NS ti z 4 V) a: 0 (o tatz 0 It N10 '53- Don X� ear ItO LJ N RV F-1 n N N AN lD N J! Li R /I NL �.4 2 9 PS'- Ln On 0 �') 0" N �L 2 5, 29-) 0 rl) U- cj 0 z \It- 5: 1 4 PSI:, 29. Ds� 0 cr: 0 to NJ < l< © M co LIJ 71 0 M Ld -i -j < < ui o T- Of V-NS"- 36 llod-5 'fal V19 IF— X I -.,s T- 7 Cs C D 7u C VZ r-i ri%C-�o C/ 2\L La I 0 O U) U) cq 0 K) C4 00, of O 0 vi L, I 0 0 < j)f ALL TEMO STRUCTURES ARE to uJ !-j� DESIGNED IN ACCORDANCE < WITH CHAPTER 16 OF THE w < 2020 FLORIDA BUILDING CODE 0 CO 7th EDITION. Lj W X CL NOTE: ALL OPERATING ING 0 ODUCTS BY TEMO J- m SUNROOMS INCLUDE TEMPERED w _j HPG-2000 GLASS THAT CONFORMS < WITH SECTION R308 OF THE FRBC. ar x 0 w c, 1-16 a-g W <t N m 0 Vy co Q It O J S K LL d. d. u- ell o iv ' a ,, - EXISTING HOME z 1 i 0(D 7. o o z z Q --� O r� U) Q � 7'-52>r 2 o zo z ,� EXISTING ROOF4NJ A w 0 2 ��� z a =till l7 a m 43" WINDOW 36" WINDOW m z N zp z N 11'—�4» 0 o _ ti N N Al = O 7 N � O w5 � rn � � O a 0 J O ccm9� Q P- a_ J 0 N Q Q N OTE: w 0 ~ FRAME COLOR: BRONZE f c ® pL t THE SIDE WALL ATTACHMENT � co FASCIA/TRIM: N/A TO HOUSE IS A NON -LOAD � � INTERIOR KP: BRONZE BEARING CONNECTION. J m CAULK BOTH EXTERIOR KP: BRONZE NOTE: ENCLOSURE NOT TO BE USED OROPERLYF ALUMINUM EXTRUSIONSiDES W J SKIN TYPE: TEMKOR AS A PERMANENT LIVING AREA AT THIS CONNECTION. o o EXISTING WOOD HEA #12 x 4" LAG BOLT AT a z O, T, ATE 1cTR OD oc 0 z u.; 6 - wn W V) T- co ¢ o z° o Z)o:3=� �+- INTO WOODo N o. - r Z U7 0� 2-#8 TEK SCREWS d o 00 INSIDE AND OUTSIDE 00 - OF EACH MULLION ry ZAII a 140 MPH WIND SPEEDS o J O Q `� co Z p O w lij o z TOP TRACK EXPANDER F- o o c\l a 0 K N (/) m W z p p z rQ '�J L;l d N C.7 V) O N a V) p0 S K) n- u- O O O J z O a ru"' E f 1 m n a-j ED tD N -j u N"U"" E rR% E X I S T I 1"J" w 0� m d w L m� m _ < a a 31 BC11, Home Log In user Registration Hot Topics Submit Surcharge Stair, & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User D, Application Detail FL # FL10829-R5 Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Temo Inc. 20400 Hall Road Clinton Township, MI 48038 (586) 286-0410 lesho@temosLinrooms.com Jim Hall lesho@temOSLitirooms.com Structural Components Structural Wall Test Report Architectural Testing Inc. - Wisconsin Architectural Testing, Inc., an Intertek Company 12/31/2023 JAMES A CLANCY, PE Validation Checklist - Hardcopy Received f Ll 08129, R5 -Standard TAS 202 bear 1994 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. DOCUrnentation horn approved Evaluation or Validation Entity Yes No N/A RCIS Home og In User Reciisti It ion not Topics SnI)nnt surcharge Stars & Facts Publications Contact Us BICIS Site Map Links Search dbProduct Approval pr USER: Public. User Application Detail FL # �­FL10829-R,5 Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Tome Inc. 20400 Hall Road Clinton Township, MI 48038 (586) 286-0410 lesho@temosunrooms.com Jim Hall leslio@temosunrooms,com Structural Components Structural Wall Test Report Architectural Testing Inc. - Wisconsin Architectural Testing, Inc., an Intertek Company 12/31/2023 JAMES A CLANCY, PE Validation Checklist - Hardcopy Received I L 10829 R5_(_ I _CC)1_j,E 10 pAf -Standard TAS 202 Year 1994 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A r ' FL10829 R L0L 10829(,,020)-pd_f Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of products FL # Model, dumber or Name 10829.1 206 Sunroom Wall Panel Method 1, Option B 11/10/2020 1111012020 11/20/2020 [description 3-1/2" Thick Wall Panel -- Aluminum Skin Panel/Upper Transom/Horizontal Sliding Window/Lower Transom/Aluminum Skin Panel i Limits of Use Installation Instructions Approved for use in HVHZ: No 10k2R-']-ILto,;A- ljAu r7 _L>raA,'irtg-p, if Approved for use outside HVHZ; Yes Verified By: Architectural Testing Inc. - Wisconsin Impact Resistant: No Test Reports Design pressure: +55.14/-55.14 F L10 31t 12-'sFR )c 5t_R_„�qrt �0{ f3 t 731^pc;f' Other, Maximum Wall Panel Size = 4' 9" wide x 8' 0" high. Maximum Horizontal Sliding Window Size = 4' 9" wide x 5' 3" high. Upper Transom Maximum Size = 4' 9" wide x 9" high, i 10829.2 306 Sunroom Wall Panel 3 1/2" Thick Wall Panel -- Aluminum Skin Panel/Upper Transom/Horizontal Sliding Window/Lower Transom/Aluminum I Skin Panel Limits of Use Installation Instructions Approved for use in HVHZ: No L10 2q R . IT In toilatlon j E'awj _pdf Approved for use outside HVHZ: Yes Verified By: Architectural Testing Inc. - Wisconsin Impact Resistant: No Test Reports [design pressure: +55.14/-55.14 ! L1081-9h iZ l E2 let licitmlt_306 8 17 92.p if Other; Maximum Wall Panel Size = 4' 9" wide x 8' 0" high. Maximum Horizontal Sliding Window Size = 4' 9" wide x 5' 3" high. Upper Transom Maximum Size = 4` 9" wide x 9" high. 10829.3 406 Sunroom Wall Panel 3-1/2" Thick Wall Panel -- Aluminum Skin Panel/Upper j Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: +55.14/-55.14 Other: Maximum Wall Panel Size = 4' 9" wide x 8' 0" high. Maximum Horizontal Sliding Window Size = 4' 9" wide x 5' 3" high. Upper Transom Maximum Size = 4' 9" wide x 9" high. Transom/Horizontal Sliding Window/Lower Transom/Aluminum Skin Panel Installation Instructions f L 10829 R5 11 lnstpliKail<, Verified By: Architectural Testing Inc, - Wisconsin Test Reports 111082{} l 5_ IFZ lest lle.p .t._`106 81793,Pdf Contact lls :: 2601 Blejr Stonq Road, _la—-llahassee FL 32 99 Fhcne 850-487-1824 The State of Florida is an AA/EEO employee Copyright 2007-2013 State of Florida.:: Privacy Statement :: Ace s ibili y Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. "Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be, made available to the public. To determine if you are a licensee under Chapter 455, FS„ please dick her Prodinct Approval Accepts: t Eikwa o' "o A." BCTS Horne tog In User Registration Hot topics SLIN-Ort Surcharge Stars & Pacts PLjbhcatfons Contact Us MIS Site Map Links Search �AProduct Approval USER: PLINIC User I Application Detail FL & FL7082-R6 Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Terno Inc. Address/Phone/Email 20400 Hall Road Clinton Township, MI 48038 (586) 286-0410 lesho@temosunrooms.com Authorized Signature jr-n Hall leqho(d)temosunrooms.com Technical Representative Robert A. Walz Address/Phone/Email 20400 Hall Road Clinton Township, MI 48038 bwalz@temosunrooms.com Quality Assurance Representative Robert A, Walz Address/Phone/Email 20400 Hall Road Clinton Township, MI 48038 bwalz@temosunrooms.com Category Exterior Doors Exterior Door Assembly Products Introduced as a Result of New Subcategory Technology Compliance Method Test Report Testing Lab Intertek - York (ATI) Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By Allen N. Reeves, P.E. Validation Checklist - Hardcopy Received Certificate of Independence (,cit_of jlidq Referenced Standard and Year (of Standard) _Standavd ygmr TAS 202 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1, Option B Date Submitted 11/10/2020 Date Validated 11/10/2020 Date Pending FBC Approval Date Approved 11/19/2020 Summary of Products FL # Model, Number or Name 7082.1 Sunroom Swing Door Limits of use Approved for use in blVHZ: No Approved for use outside HVHZ., Yes impact Resistant: No Design Pressure: +55.14/-55.14 Other: Must be shuttered where required by code. Maximum Panel Size: 37' x 7'1". Maximum Door Size: 3'1-1/4" x 6'10". For Exterior Patio Use Only. Description Full View Glass Door with Foam Transom Panel for Sunrooms Installation Instructions f L 0du R6 It hI ta,llation,ptjf Verified By: Intertek - York (ATI) 'rest Reports [Lr'082 Ro IR (jsaij.I.01 o02 1t3 i0) l,)df Contact Us 2601 B ail Stone Roeci, Tall�ha�ss_ee FL 32399 Fhon 0 40-4H7 1824 The State of Florida is an AA/EEO employer. Copyngir 2007-2013 State of Florida.:: Privacy Statement ;: Accessibility Statement :: R fund Scat merit Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The err ils provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click b_erL, Product Approval Accepts: L<iErieo. 99ggI I,. ,";� r.,:.i e uT'* d._'re it t ,;air r Safe Comm #12 x 1-1/2" SCREWS #12 x 1-1/2" SCREWS SIDE CROSS SECTION BASE/TOP TRACK 3 5/8- FILL PANEL ADAPTER FEMALE INSTALL #8 SMS AT INDICATED LOCATIC BOTH SIDES OF DOOR- 16 TOTAL TOP SECTION DOOR JAMB #10 x 2-7/8" SCREWS SIDE SECTION DOOR JAMB DOOR TUBE FEMALE DOOR HINGE DOOR SWEEP DOOR THRESHOLD BASE/TOP TRACK EXPLODED VIEW TOP CROSS SECTION #12 x 1-1/2" SCREWS THROUGH THE FRAME INTO THE WOOD BUCK LOCATED 6" FROM EACH CORNER AT THE HEAD AND SILL 10 x 2-7/8" SCREWS 'HROUGH THE FRAME PTO THE WOOD BUCK ,OCATED 8" FROM EACH :ORNER AND ONE 4IDSPAN ON BOTH AMBS #10 x 2-7/8" SCREWS rl FLORIDA PRODUCT APPROVAL 12671 uj CALIFORNIA FACTORY BUILT HOUSiNG'CVJ-TEV., 1-4 # FLORIDA PRODUCT APPROVAL 7082 s FLORIDA PRODUCT APPROVAL 7086 FLORIDA PRODUCT APPROVAL 3521-R1 * FLORIDA PRODUCT APPROVAL 10824 ire rl (:::) SUNROOMS AND PATIO COVERS WITH 3.625 INCH WALL MULLIONS COVER SHEET INDEX OF SHEETS 1 FLOOR PLANS, ELEVATIONS 2 3.625 SUNROOM SYSTEM 3 3.625 SUNROOM SYSTEM 4 3.625 SUNROOM SYSTEM LL < 0 0Cq w N c" 4f ee r, e y' v No 69536 m o p" 8 y4,o d S C> 6 M � t! nZmgG < < 0 M m cyz �_z w6oiE<6 0 00 u < VO-0 10 00 0 U V) z 0 U 0 0 00 z 0 z 0 and ROOF PLANS ROOF DETAILS and NOTES 000 WALL DETAILS CROSS SECTION and ATTACHMENT DETAILS SEP 27, 2021 LUAY ESHO, PE 20400 HALL RD CLNTON T*P' W 481M PH: (am) 344--8388 PROFMONAL ENGINEER FL LJl_ 069536 DWG. NO.: 4TEM01COVER —COVER SHEET Q� % -,) V , E EXISTING STRUCTURE N ROOF PROJECTION No -53 LLJ A F E ROOF PANEL IROOF PANEL Lu �c? o OPTIONAL DOOR 18" 4, 12' TYPICAL 7" LO MAX. % u- E ck:: C) or 12" TYPICAL:� MULLION SPACING NOT TO EXCEED 4.58 FEET EdVARY TO SUIT --MULLION SPACING NOT TO EXCEED 4.58 FEET 00 192 11#1 941#ITJ I 11A I 18" MAX. 00 ROOF PROJECTION ROOF PANEL 12" TYPICAL MULLION SPACING NOT TO EXCEED 4.58 FEET Immoilml NOTE: ALL SECTIONS & DETAILS REFERENCED HERE ARE SHOWN ON SHEETS 4TEM02, 4TEM03 AND 4TEM04. ui ROOF PANEL 2E CL (D 0 EXISTING STRUCTURE m ui OPTIONAL DOOR ------- < C> 12" TYPICAL�* VARY TO SUIT =160141 = Ld C,4 < N 00 uj F- c, M < 0 00 ova zn� 2m U, Una c� DATE — -SEP 27, 2021 WAY ESHO, PE 20400 HALL RD CUNTON Twp, Ul 4SD38 PH: (BDO) 344_&%S PROFESSIONAL ENGINEER FL Ur 069536 DWG, NO.: 4TEM01NT I OF 4 ROOF HANGING RAIL MOUNTEL W/(2) #14 x 3' LAG SCREW 24' O.C. THROUGH 2X6 NAILER INTO RAFTER TAILS AND AT 12` O.C. BETWEEN EACH RAFTER 16" METAL FLASHING OVER SNOW & ICE SHIELD ATTACH FLASHING TO TEMO ROOF W/ #3 SMS SCREWS 0 6- O/C CAULK SEAM AND SCREW HEADS TRUSS ROOF WITH SHINGLES OVER FELT PAPER EXISTING EXTERIOR WALL RAFTER AT 16' ON CENTER '�• � • " r � r i r #6 SMS 0 6-O.C. MAX. o ul ou <�IM CONTINUOUSRAII �e 0 z F w APPLICATION OF SHINGLES TO THE TEMO ROOF SYSTEM AS SHOWN WILL NOT VOID THE TEMO SUNROOMS WARRANTY OUTER ALUM. ROOF CLEAT COVER EXISTING OUTER ALUM. ROOF CLEAT F6x1/2" LG. RESIDENCE SMS 0 6"0.C. SFAI AN 7 SFAI ANT 2-/14 WOOD LAG SCREWS 0 16- — O.C. TO PENETRATE SOLD WOOD 1 3/4- MINIMUM OR 2-1/4- TAPCONS 0 12- O.C. TO PENETRATE MASONRY STRUCTURE 1 3/4' MINIMUM ROOF PANELLW ATTACHMENT nF ROOF PANEL SPLICE Mmilarellaommosal " m . ED ROOF ` J ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE R0� PAN" (� SHOWN ON DRAWING N0. 4TEM04 OR UNDER ACODE -AFPR STING ROOF. r:, ( ESIGN LOADS: SEE TABLES FOR D�F 65"®AS SPECIFIED PER THE 2020 FLORIDA 1€" FLORIDA RESIDENTIAL CODE. ¢ , - wFASTENERS: SCREWS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, x K ZINC PLATED, GALVANIZED STEEL OR 2024-T4 ALUMINUM. ALL STRUCTURAL COMPONENTS OF THIS SUNROOM SYSTEM (EXCEPT SOLID T PANELS) ARE OF ALLOY & TEMPER 6063-T6 UNLESS SPECIFICALLY NOTED �T ( OTHERWISE. 5. ALL EXTERIOR PORTIONS OF THE SOLID WALL PANEL WHICH ARE SUBJECT TO WATER INTRUSION SHALL BE FULLY CAULKED. 6. OPENINGS IN THE WALL MAY BE COVERED WITH A WIND BREAK MADE OF TEMPERED GLASS WITH A MINIMUM THICKNESS OF 1/6 INCH THAT COMPLIES WITH THE CODE. 7. WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE RESIDENCE THE ADEQUACY OF THE EXISTING WALL SUPPORT STRUCTURE (STUDS, HEADERS, BEAMS ETC.) SHALL BE VERIFIED BY AN INDEPENDENT SOURCE FOR THE ATTACHMENT OF THE RIDGE BEAM. THE ADEQUACY OF THE EXISTING FRAMING IS NOT A PART OF THIS DESIGN OR APPROVAL. B. THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS REQUIRED BY THE 2020 FLORIDA BUILDING CODE, 7TH EDITION. AIL 9. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED PER CODE. 10. THE 1/4'0 TAPCON ANCHORS SHALL HAVE A MINIMUM TENSION VALUE IN CONCRETE OF 365 POUNDS. WOOD LAGS SHALL BE 1/4- BY 3" GALVANIZED LAG BOLTS. HINGLES USING FIVE 11, ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49. SHINGLE. CONTINUOUS COVERAGE 12. SEE TABLES ON SHEET 4TEM05 FOR DESIGN WIND LOADS. OF SNOW & ICE SHIELD 13. ASPHALT SHINGLES OR LIGHT WEIGHT TILE SHINGLES NOT EXCEEDING 7 POUNDS W/ MINIMUM 6- SEAM LAP PER SQUARE FOOT MAY BE INSTALLED ON THE ROOF PANELS IN ACCORDANCE WITH TAS 100-95, TEST PROCEDURE FOR WIND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS ROOF SYSTEMS, TEST REPORT DATED JUNE 5, 2006. 14, ALL OPERATING GLAZING PRODUCTS SUPPLIED BY TEMO, INC. INCLUDE TEMPERED HPG-2000 GLASS THAT CONFORMS WITH CHAPTER 24 OF THE BUILDING CODE. DOF PANELS 15. WHERE SUPPORT PROVIDED BY A CONCRETE SLAB IS PERMITTED BY CODE, THE CONCRETE SLAB (NEW OR EXISTING) SHALL BE IN GOOD SOUND CONDITION, MEANING THE SLAB WILL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, HAVE NO EVIDENCE OF EXTENSIVE CRACKING, WATER SEEPAGE, OR UNSTABLE FOUNDATION CHARACTERISTICS AND HAVE A MINIMUM THICKNESS OF 3.5 INCHES. TABLE 'C' MAXIMUM ROOF PANEL SPANS PANEL DESIGNATION WIND SPEED T-3-2-32 T-4.25-2-32 T-6-2-32 110 MPH 16'-0" 17'-5" 21'-2" 120 MPH 14'-5" 16'-0" 19'-7" 130 MPH 13'-3" 14'-5" 18'-0" 145 MPH 12'-5" 13'-5" 16'-8" ALLOWABLE MULLION HEIGHTS AT MAXIMUM SPACING* WIND SPEED MULLIONS 110 MPH 120 MPH 130 MPH 140 MPH 98 89" 82" 76" MALE -FEMALE 8'-2" 7'-5" 6'-10" 6'-4" MALE -FEMALE 134" 124" 116" 108" w/ WALL STUD ll'-2" 10'-4" 9'-8" 9'-10" MALE -FEMALE 138 128 120 114 w/ RACEWAY 1l'-6" 10'-8" loll-0" 9'-6" w w d N co w � u3 � N M D U U) of � d o 0 z w 0 to w z v �ow`�5� w� ao aZ z a C> o v ¢ w g I 4vk �z I-' �apoo =azwcs w J w a Z 6 J d p Q < J w ® w 6 z w W N7 on ® z d _< x U g ro z <r 0 o Z O z z o J U ar o m w ul J d S 0 p N ri L,.1 Of o w z L� I- 0 o z � a Q LLJ rri � DATE: SEP 27, 2021 WAY ESHO, PE 20400 HALL RD CUNTON TWP, W 48036 PN- ISM) 344-6sos PROFESsIONAL ENCWEER FL U . #69536 DWG. NO.: 4TEM02NT140 2OF4 FULL HEIGHT MALE AND FEMALE #8 SMS 0 TOP, BOTTOM, & 0 24" O.C. BETWEEN FULL HEIGHT MALE AND FEMALE SOLID PANEL FULL HEIGHT MALE AND FEMALE SMS 0 TOP AND I Z#8 SMS 0 TOP AND G#8 SMS 0 BASE �Z#8 BOTTOM CHANNEL WINDOW JAMB BOTTOM CHANNEL L TRANSOM JAMB AND TOP CHANNEL LPANEL ADAPTER AT 0 SLIDING WNDOW 0 FIXED GLAZING SOLID WALL PANEL MALE / FEMALE MULLIONS l nJ FULL HEIGHT FEMALE AND MALE #8 SMS 0 TOP AND BOTTOM CHANNEL #8 SMS 0 TOP, BOTTOM, & 0 24" O.C. BETWEEN 1gQ.11_Lem WINDOW JAMB HEIGHT .E AND MALE #8 SMS 0 TOP AND BOTTOM CHANNEL HEIGHT TRANSOM JAMB 0 FIXED GLAZING SOLID PANEL FULL HEIGHT MALE AND FEMALE Z#8 SMS 0 BASE AND TOP CHANNEL PANEL ADAPTER AT-, SOLID WALL PANEL FE_MALEjWALL STUD/MALE FULL HEIGHT FULL HEIGHT MALE FEMALE FULL HEIGHT FULL HEIGHT #8 SMS 0 TOP AND FULL HEIGHT MALE 7 FEMALE BOTTOM CHANNEL VRACEWAY CAP #8 SMS 0 TOP AND CI III L1­CIT #8 SMS 0 TOP BOTTOM, & 0 O.C. BETWEEN L FULL HEIGHT RACEWAY WINDOW JAMB - 0 SUDING WINDOW 0 FIXED GLAZING ®SOLID WALL PANEL - MALE /RACEWAY/FEMALE MULLIONSC FULL HEIGHT MALE AND TOP CHANNEL, CORNER tU) 114 WOOD LAG SCREWS OR TOGGLE BOLTS AT 12" O/C FOR WOOD - OR 1/4" TAPCON AT 12`O/C FOR MASONRY i FULL HEIGHT FEMALE 9 SOLID WALL PANEL. OR MALE CONNECTION @ HOUSE RESIDENCE FUL[_ HEIGHT FIII I HFIGHT #8 SMS 0 TOP AND BOTTOM CHANNEL SEP 27, 2021 LUAY ESHO, PE 204M HALL RD CLINTON TWP, MI 80 438 PH, (800) 344-83W PROFESSIONAL ENGINEER FL Li_ M95M DWG. NO.: 4TEM03NT 3OF4 d . , v 4' Ell CN 1/4' X 3' LONG LAG BOLTS �sm y 0 140 MPH WIND SPEEDS Z u> rt #12x4" 6" OR 7" SMS W/2" O.D. ALUMINUM WASHER LOCATE 1—ANCHOR 2 1/4" EACH Z " < & NEOPRENE INSERT SPACED @ 6" O.C. SIDE OF MULLION AND AT 16' O.C. BETWEEN EACH MULLION. p > BASE/WALL CAP V SAME AS BEARING EXPANDER ATE ".T E C) r TO MULLION w a BASE SPLICE o m a -10 BE F MINIMUM FROM VERTICAL MULLION ;• �ellI T z In 2-#8 TEK SCREWS INSULATED STRUCTURAL , . g o < 4 0 DECK PANELS a ° a z EACH SIDE OF MULLION ALUM. FLASHING = z 140 MPH WIND SPEEDS w k" Ja.z 4.v BEARING WALL SECTION ON �Ji w 6 z m ¢ CONTINUOUS PANEL GUTTER TEMO NER APPROVED DECK PANELS 5 w 9 W/#8 SMS @ 12"0.C. TOP & A THRU J BOTTOM TO ROOF PANEL Fl CIO Q o / � 1/4" X 3' LONG LAG BOLTS @ 140 MPH WIND SPEEDS � � LOCATE 1-ANCHOR 2 1/4" EACH ®w / 1'-6" MAX. OVERHANG d SIDE OF MULLION AND AT 16" O.C. Q WALL CAP SPLICE TO BE / BETWEEN EACH MULLION, Es OVER THE VERTICAL MULLION w z "ZiR -- BASE/WALL CAP w 6 TOP EXPANDER SHALL SAME AS BEARING EXPANDER BEAR FIRMLY ON MULLION HEADER ® TO MULLION 0 SECTION PRIOR TO INSTAL— z CD BASE SPLICE �+ Z z TO BE 8' MINIMUM ° z CATION OF FASTENERS n THRUD a FROM VERTICAL MULLION _ _ (2) 1 /4" X 2 1 /4" TAPCON SCREW ® EXIST. OR NEW WOOD g ® 140 MPH WIND SPEEDS ZD o DECK IN coop caNDrnoN LOCATE 1—ANCHOR 2 1/4" EACH z �„ ALUM. FLASHINGco SIDE OF MULLION AND AT 16" O.C. U) BETWEEN EACH MULLION. `ri ¢ o a' SILL � I- o BEARING WALL SECTION JZ o BASE/WALL CAP v ON WOO Z p SAME AS BEARING EXPANDER p TO MULLION co (2) 1 X 2 1/4' TAPCON SCREWS o w BASE SPLICE ® MPH WIND SPEEDS o m THfdJ cn �� OCATE 1-ANCHOR 2 1/4' EACH TO BE 8" MINIMUM 4� > SIDE OF MULLION AND AT 16" O.C. w �� BETWEEN EACH MULLION. s FROM VERTICAL MULLION % EXIST. OR NEW CONCRETE _ BASE/WaLI CAP N SAME AS BEARING EXPANDER SLAB IN GOOD CONDITION TO MULLION BASE SPLICE g Q TO BE 8" MINIMUM O p- FROM VERTICAL MULLION 0 � EXIST. OR NEW CONCRETE a d a ti E- \ SLAB IN GOOD CONDI11ON 4 d d _ ^ V 0_ E- Ar—-- BEARING WALL SECTION 2.5" MIN. @ 1/4" ON CONCRETE SLAB DA SEP 27, 2021 ANCHORS LtfAY fStiO, PE 20400 HALL RD CJN_ TYP. Mi 48038 PW (800) 344-83ee PROFESSIONAL ENGINEER FL U . #69538 DRAWN BY: BEARING WALL SECTION CUSTOMER: LIFE -REM — -- -- ---- — --- -- — DWG. NO.: 4TEM04NTi40 a of a --