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423 Irex Rd RESO21-0017 New Patio RoofFinal Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION OWNER:ADDRESS:CITY:STATE:ZIP: SUTER AMANDA & BARAK DAVIS 423 IREX RD ATLANTIC BEACH FL 32233-3904 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171414 0000 ROYAL PALMS UNIT 02A3.00 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 423 IREX RD RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER NEW PATIO ROOF $3000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 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. 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. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 3/8/2021 PERMIT NUMBER RESO21-0017 ISSUED: 3/8/2021 EXPIRES: 9/4/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $109.00 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Owner. 2 of 2Issued Date: 3/8/2021 PERMIT NUMBER RESO21-0017 ISSUED: 3/8/2021 EXPIRES: 9/4/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $109.00 RESO21-0017 Address: 423 IREX RD APN: 171414 0000 $109.00 BUILDING $70.00 BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN REVIEW $35.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R15121 $109.00 Printed: Monday, March 8, 2021 9:08 AM Date Paid: Monday, March 08, 2021 Paid By: SUTER AMANDA & BARAK DAVIS Pay Method: CREDIT CARD 430366761 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15121 ~+; CENTRALSQUARE R E S O 2 1 - 0 0 1 7 ~ B u i l d i n g P e r m i t A p p l i c a t i o n " ' 2 C i t y o f A t l a n t i c B e a c h B u i l d i n g D e p a r t m e n t , . , ~ 8 0 0 S e m i n o l e R o a d , A t l a n t i c B e a c h , F l 3 2 2 3 3 D ; l . 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' / 1 . . . . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C o n t r a c t o r I n f o r m a t i o n N a m e o f C o m p a n y / V A : ( ) w ~ i e r B i . . . ; l c l e r - Q u a l i f y i n g A g e n t _ _ _ _ _ _ _ _ _ _ _ _ _ _ A d d r e s s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C i t y _ _ _ _ _ _ _ _ S t a t e _ _ _ Z i p _ _ _ _ _ _ O f f i c e P h o n e _ _ _ _ _ _ _ _ _ _ _ _ _ _ J o b S i t e C o n t a c t N u m b e r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S t a t e C e r t i f i c a t i o n / R e g i s t r a t i o n # - - - - - , , - - _ _ , , . - - - : , , - - - E - M a i l - - - : - - - + . . . . - - : : " T T 1 r - - : : : ; - ; : : - = - - - , ; , ; - - : : - , : : - r - - - - - - - - - - - A r c ~ i t e c t N a m e & P h o n e # A J t , f > y l ~ . ~ e r v e r o M Q ! J ) ] - c _ ; ~ - 1 . o ~ l E n g i n e e r ' s N a m e & P h o n e # l i . e : : 1 L i J f l / 4 { a , r f ( I l l ( ' 2 0 4 ) ' i f : ( 2 - ) 2 - j £ ; ' 3 / W o r k e r s C o m p e n s a t i o n l n s u r e r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O R E x e m p t o E x p i r a t i o n D a t e _ _ _ _ _ _ _ _ A p p l i c a t i o n i s h e r e b y m a d e t o o b t a i n a p e r m i t t o d o t h e w o r k a n d i n s t a l l a t i o n s a s i n d i c a t e d . I c e r t i f y t h a t n o w o r k o r i n s t a l l a t i o n h a s c o m m e n c e d p r i o r t o t h e i s s u a n c e o f a p e r m i t a n d t h a t a l l w o r k w i l l b e p e r f o r m e d t o m e e t t h e s t a n d a r d s o f a l l t h e l a w s r e g u l a t i n g c o n s t r u c t i o n i n t h i s j u r i s d i c t i o n . I u n d e r s t a n d t h a t a s e p a r a t e p e r m i t m u s t b e s e c u r e d f o r E L E C T R I C A L W O R K , P L U M B I N G , S I G N S , W E L L S , P O O L S , F U R N A C E S , B O I L E R S , H E A T E R S , T A N K S , a n d A I R C O N D I T I O N E R S , e t c . N O T I C E : I n a d d i t i o n t o t h e r e q u i r e m e n t s o f t h i s p e r m i t , t h e r e m a y b e a d d i t i o n a l r e s t r i c t i o n s a p p l i c a b l e t o t h i s p r o p e r t y t h a t m a y b e f o u n d i n t h e p u b l i c r e c o r d s o f t h i s c o u n t y , a n d t h e r e m a y b e a d d i t i o n a l p e r m i t s r e q u i r e d f r o m o t h e r g o v e r n m e n t a l e n t i t i e s s u c h a s w a t e r m a n a g e m e n t d i s t r i c t s , s t a t e a g e n c i e s , o r f e d e r a l a g e n c i e s . O W N E R ' S A F F I D A V I T : I c e r t i f y t h a t a l l t h e f o r e g o i n g i n f o r m a t i o n i s a c c u r a t e a n d t h a t a l l w o r k w i l l b e d o n e i n c o m p l i a n c e w i t h a l l a p p l i c a b l e l a w s r e g u l a t i n g c o n s t r u c t i o n a n d z o n i n g . W A R N I N G T O O W N E R : Y O U R F A I L U R E T O R E C O R D A N O T I C E O F C O M M E N C E M E N T M A Y R E S U L T I N Y O U R P A Y I N G T W I C E F O R I M P R O V E M E N T S T O Y O U R P R O P E R T Y . I F Y O U I N T E N D T O O B T A I N F I N A N C I N G , C O N S U L T W I T H Y O U R L E N D E R O R A N A T T O R N E Y B E F O R E R E ~ ~ ~ N - O T I C E O F C O M M E N C E M E N T . ~ ( ) _ , _ _ ~ ~ ( S i g n a t u r e o f O w n e r o r A g e n t ) ( S i g n a t u r e o f C o n t r a c t o r ) I I P e r s o n a l l y K n o w n O R M J > r o d u c e d I d e n t i f i c a t i o n T y p e o f I d e n t i f i c a t i o n : R E S O 2 1 - 0 0 1 7 O w n e r B u i l d e r A f f i d a v i t C i t y o f A t l a n t i c B e a c h B u i l d i n g D e p a r t m e n t 8 0 0 S e m i n o l e R d , A t l a n t i c B e a c h , F L 3 2 2 3 3 P h o n e : { 9 0 4 ) 2 4 7 - 5 8 2 6 E m a i l : B u i l d i n g - D e p t @ c o a b . u s * * A L L I N F O R M A T I O N H I G H L I G H T E D I N G R A Y I S R E Q U I R E D . P E R M I T # : _ _ _ _ _ _ _ I . F L O R I D A S T A T U T E S ; C H A P T E R 4 8 9 , F L O R I D A S T A T U T E S , P A R T 1 " C O N S T R U C T I O N C O N T R A C T I N G " R E Q U I R E S O W N E R / B U I L D E R T O A C K N O W L E D G E T H E L A W : D I S C L O S U R E S T A T E M E N T F O R S E C T I O N 4 8 9 . 1 0 3 ( 7 ) , F L O R I D A S T A T U T E S : S T A T E L A W R E Q U I R E S C O N S T R U C T I O N T O B E D O N E B Y L I C E N S E D C O N T R A C T O R S . Y O U H A V E A P P L I E D F O R A P E R M I T U N D E R A N E X E M P T I O N T O T H A T L A W . T H E E X E M P T I O N A L L O W S Y O U , A S T H E O W N E R O F Y O U R P R O P E R T Y , T O A C T A S Y O U R O W N C O N T R A C T O R E V E N T H O U G H Y O U D O N O T H A V E A L I C E N S E . Y O U M U S T S U P E R V I S E T H E C O N S T R U C T I O N Y O U R S E L F . Y O U M A Y B U I L D O R I M P R O V E A O N E O R T W O F A M I L Y R E S I D E N C E O R A F A R M O U T B U I L D I N G . Y O U M A Y A L S O B U I L D O R I M P R O V E A C O M M E R C I A L B U I L D I N G A T A C O S T O F $ 2 5 , 0 0 0 . 0 0 O R L E S S . T H E B U I L D I N G M U S T B E F O R Y O U R U S E A N D O C C U P A N C Y . I T M A Y N O T B E B U i l T F O R S A L E O R L E A S E . I F Y O U S E L L O R L E A S E A B U I L D I N G Y O U H A V E B U I L T Y O U R S E L F W I T H I N O N E V E A R A F T E R T H E C O N S T R U C T I O N I S C O M P L E T E , T H E L A W W I L L P R E S U M E T H A T Y O U B U I L T I T F O R S A L E O R L E A S E , W H I C H I S I N V I O L A T I O N O F T H I S E X E M P T I O N . Y O U M A Y N O T H I R E A N U N L I C E N S E D P E R S O N A S Y O U R C O N T R A C T O R . Y O U R C O N S T R U C T I O N M U S T B E D O N E A C C O R D I N G T O T H E B U I L D I N G C O D E S A N D Z O N I N G R E G U L A T I O N S . I T I S Y O U R R E S P O N S I B I L I T Y T O M A K E S U R E T H A T P E O P L E E M P L O Y E D B Y Y O U H A V E L I C E N S E S R E U I R E D B Y S T A T E L A W A N D B Y C O U N T Y O R M U N I C I P A L L I C E N S I N G O R D I N A N C E S . I I . I N J U R Y L I A B I L I T Y ; S I N C E O W N E R S M A Y B E L I A B L E F O R I N J U R I E S T O W O R K E R S T H E Y H I R E , T H E B U I L D I N G D E P A R T M E N T S U G G E S T S W O R K E R ' S C O M P E N S A T I O N I N S U R A N C E B E P U R C H A S E D . . I l l . I R S W I T H H O L D I N G ; O W N E R S H I R I N G W O R K E R S B E C O M E E M P L O Y E R S A N D S H O U L D A L S O O B S E R V E I R S W I T H H O L D I N G T A X A N D / O R F O R M 1 0 9 9 R E Q U I R E M E N T S O N T H E W O R K E R S T H E Y E M P L O Y O N T H E I R I M P R O V E M E N T T R A D E S . I V . P E N A L T Y ; U N L I C E N S E D C O N T R A C T O R S C A N N O T B E E M P L O Y E D U N D E R A N Y C I R C U M S T A N C E S . O W N E R S B E I N G S U B J E C T T O $ 5 , 0 0 0 P E N A L 1 Y U N D E R F L O R I D A S T A T U T E N O . 4 5 5 - 2 2 8 ( 1 ) . A N " O C C U P A T I O N A L L I C E N S E " I S N O T A D E Q U A T E . T H E O W N E R S H O U L D P H Y S I C A L L Y S E E T H E C O U N T Y " C E R T I F I C A T E O F C O M P E T E N C Y " O R T H E F L O R I D A " C O N T R A C T O R S C E R T I F I C A T E " T O A S C E R T A I N I F A P E R S O N I S A L I C E N S E D C O N T R A C T O R . C O N T A C T T H E B U I L D I N G D E P A R T M E N T ( 9 0 4 - 2 4 7 - 5 8 2 6 O R B U I L D I N G - D E P T @ C O A B . U S ) I F I N D O U B T . V . A C K N O W L E D G E M E N T ; I H E R E B Y A C K N O W L E D G E T H A T I H A V E R E A D T H E A B O V E D I S C L O S U R E S T A T E M E N T A N D T H A T I C O M P L Y W I T H A U T H E R E Q U I R E M E N T S F O R T H E I S S U A N C E O F A N O W N E R - B U I L D E R P E R M I T . 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D A R Y S U R V E Y O f : L O T 2 . l . i l . 0 0 < 1 0 , R O Y A L P ; U S ~ A T , u r n 2 A A C W l D : ~ G T O T H E R . A T l H E R E O f A S R f " " " ' o · o P L > . " : " " " t I N 6 0 0 < 3 • P A G E S 1 5 - 1 6 0 ~ T h i O J R R E N l P u S L I C R E C O R D S O F D ' J V A L C O O N T Y , f l O ' l ' . i > A l l R O P [ R T Y I I O D ' l E S S : 4 2 3 I R £ X ' < Q A O A : L . A ~ O C B E A C h , ' 1 . 3 2 2 l 3 ~ O I S l ! t , C t O . ' S { l ' l ' O P O S m . . : o r ~ l l l l 0 0 f t ) « : [ \ 1 £ 1 " ' f D I C l c : : : : J c : : : : J _ / L J RESO21-0017 FLOAICA CfiPAIITMENT OP Business & Professional Regulation B Florida ~partmentct us1nes ~ R Professi &11a l egulation license efficiently. Regu late fairly. ► OFFIC E OF THE SECRETARY □ in~- OB t;IIM'l=r I n;•;•11.PH•> ,,.,,·■·ii I I I -- E iil ~ Ill S - 1 N O T E S D E S I G N C R I T E R I A : DESIGN WAS BASE D O N S T R E N G T H A N D D E F L E C T I O N C R I T E R I A O F T H E 2 0 2 0 F L O R I D A B U I L D I N G C O D E 7th EDITION. IN AD D I T I O N T O T H E D E A D L O A D S , T H E F O L L O W I N G L O A D S A N D A L L O W A B L E S W E R E U S E D FOR DESIGN, WITH L I V E L O A D S R E D U C E D P E R T H E 2 0 1 7 F B C : L I V E L O A D D E A D L O A D D E F L E C T I O N ROOF: 2 0 P S F 7 P S F L / 2 4 0 - L / 1 8 0 FLOORS: 4 0 P S F 1 0 P S F L / 3 6 0 - L / 2 4 0 DECKS:6 0 P S F 1 0 P S F L / 3 6 0 - L / 2 4 0 WALLS: P E R C & C P E R A S C E 7 - 1 0 L / 2 4 0 - B R I T T L E B E L O W T B L E . C 3 - 1 L / 1 8 0 - F L E X I B L E ULTIMATE WIND SP E E D 1 3 0 M P H P E R A S C E 7 - 1 6 NOMINAL WIND SP E E D : 1 0 1 M P H P E R F B C R 3 0 1 . 2 . 1 . 3 EXPOSURE C P E R A S C E 7 - 1 6 IMPORTANCE FACT O R 1 . 0 C A T E G O R Y I I INTERNAL PRESSU R E C O E F F + / - 0 . 5 5 P A R T I A L L Y E N C L O S E D COMPONENTS & CL A D D I N G P R E S S U R E S P E R T A B L E & C H A R T S O N T H I S P A G E . WIND-BORNE DEBR I S R E G I O N N O A B B R E V I A T I O N S U . N . O . U N L E S S O T H E R W I S E N O T E D E O R S Y P S P F O . C . L V L w / w / o O R " O R " M E A N S T H A T E I T H E R O P T I O N P R O V I D E D I S S U F F I C E F O R T H E A P P L I C A T I O N F B C M A X . M I N . O S B P L Y W . P S I P S F P C F T Y P S S W . W . M / F S W I N T . E X T . C L C L G C M U L G F T G O P T D L L L B M C O N T . F F E W I T H W I T H O U T W E L D E D W I R E M E S H O R F A B R I C T Y P I C A L S H E A R W A L L S O U T H E R N Y E L L O W P I N E ( N o . 2 M I N . ) S P R U C E - P I N E - F I R S T A I N L E S S S T E E L P O U N D S P E R S Q U A R E I N C H P O U N D S P E R S Q U A R E F E E T P L Y W O O D ( A P A R A T E D M I N . ) P O U N D S P E R S Q U A R E F E E T O R I E N T E D S T A N D B O A R D ( A P A R A T E D M I N . ) O P T I O N A L O N C E N T E R S P A C I N G M I N I M U M M A X I M U M L A M I N A T E D V E N E E R L U M B E R ( 2 . 0 E , 1 3 4 " W I D E M I N . U . N . O . ) L I V E L O A D L E N G T H I N T E R I O R F O O T I N G F I N I S H E D F L O O R E L E V A T I O N F L O R I D A B U I L D I N G C O D E ( 2 0 2 0 , 7 T H E D I T I O N ) E X T E R I O R E N G I N E E R O F R E C O R D D E A D L O A D C O N C R E T E M A S O N R Y U N I T C E I L I N G C E N T E R L I N E C O N T I N U O U S B E A M F P A F L O R I D A P R O D U C T A P P R O V A L S H E E T I N D E X S - 1 S - 2 S T R U C T U R A L P L A N S S Y M B O L L E G E N D V I E W D I R E C T I O N L O C A T I O N O F S E C T I O N C U T S H E E T N o . W H E R E S E C T I O N I S L O C A T E D . D E T A I L / S E C T I O N N U M B E R S H E E T N o . W H E R E S E C T I O N I S L O C A T E D . V I E W D I R E C T I O N D E T A I L / S E C T I O N N U M B E R A 1 S - 1 D E T A I L / S E C T I O N N U M B E R S H E E T N o . W H E R E S E C T I O N I S L O C A T E D . W A L L S E C T I O N E L E V A T I O N D E T A I L C A L L O U T C U T / M A T C H L I N E E L E V A T I O N D A T U M X S L A B S T E P ( I N C H E S ) 5 5 5 5 4 4 a a a a h W A L L S Z O N E C H A R T S a = 3 . 0 ' G E N E R A L N O T E S & S P E C I F I C A T I O N S S - 3 S T R U C U T R A L D E T A I L S S - 1 1 S - 1 1 GENERAL STRUCTURAL NOTESTHE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TOCOMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTINGCONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK.DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONSELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS,PLANS, AND NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BESTAVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORKDEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALLDIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOIDCONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HISSUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRACOST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BEASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS ANDARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESEDRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURALDRAWINGS.CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDINGFOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEENFOUNDATIONS AND BURIED UTILITIES.CODE REQUIREMENTS:THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE 7THEDITION. OTHER CODES IMPLEMENTED FOR DESIGN INCLUDE: ASCE7-16, ACI 315/318/530, NDS 2018, APA,A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE AND OTHERRELATED CODES FOR ALL PHASES OF CONSTRUCTION.TEMPORARY CONDITIONS:THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUSCONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARYSUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THEDRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION ONLY. FOUNDATIONS:FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ONCOMPACTED FILL. NO GEOTECHNICAL REPORTS AND/OR IN-SITU SOIL DATA WAS GIVEN TO THESTRUCTURAL ENGINEER PRIOR TO DESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ONALLOWABLE LOADS FROM THE 2020 FLORIDA BUILDING CODE FOR SANDY SOILS WITH NO CLAY,ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS THAT WOULD AFFECT DESIGN BEARINGPRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS.BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACEINVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTINGLABORATORY, WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITEPREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TOTHE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS.CONCRETE:REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODEREQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BYSTANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:f'cABS W/CMIN CEMENTSLUMPUSE2,500 PSI 0.58 470 LBS 5” +/- 1 ALL SLABS, MONOLITHIC FOOTINGS, SPREAD FOOTINGS3,000 PSI 0.58 470 LBS 5” +/- 1 TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABSCEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F ORTYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIXSTRENGTH IS SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SANDCONFORMING TO ASTM C33.A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. AHIGH-RANGE WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED INCONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8”.SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURALDRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE,OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THEENGINEER. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONETHIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERSON CENTER. PROVIDE 3/4” CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHEREINDICATED OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/ORARCHITECTURAL DRAWINGS. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHINGOPERATIONS. W O O D : SAWN LUMBER SH A L L B E S O U T H E R N P I N E # 2 W I T H T H E A L L O W A B L E F I B E R S T R E S S E S P E R T H E A W C NATIONAL DESIGN S P E C I F I C A T I O N . A L L M A N U F A C T U R E D L U M B E R S H A L L B E 2 . 0 E G L U E D L A M I N A T E D GEORGIA PACIFIC ( O R E Q U I V . ) A N D I N S T A L L E D A C C O R D I N G T O M A N U F A C T U R E S R E C O M M E N D A T I O N S . ALL HEADERS/BEA M S S H O U L D B E A R F U L L Y O N P O S T S A N D / O R M U L T I S T U D G R O U P S U N L E S S N O T E D OTHERWISE ON PL A N S . C O N T A C T E N G I N E E R O F R E C O R D I F H E A D E R / B E A M S S I Z E I S N O T S P E C I F I E D . FRAMING ACCESS O R I E S A N D S T R U C T U R A L F A S T E N E R S S H A L L B E M A N U F A C T U R E D B Y S I M P S O N COMPANY OR USP ( O R A P P R O V E D E Q U A L ) A N D O F T H E S I Z E A N D T Y P E S H O W N O N T H E D R A W I N G S . HANGERS NOT SH O W N S H A L L B E S I M P S O N H U O F S I Z E R E C O M M E N D E D F O R M E M B E R . A L L C O N N E C T O R S SHALL BE GALVANI Z E D . U N L E S S S H O W N O T H E R W I S E , I N S T A L L M A X I M U M S I Z E A N D N U M B E R O F FASTENERS SHOW N I N L A T E S T S I M P S O N C A T A L O G ALL FRAMING NAIL S S H A L L B E C O M M O N N A I L S A N D S H A L L B E O F T H E S I Z E A N D N U M B E R I N D I C A T E D O N THE DRAWINGS. M I N I M U M N A I L I N G R E Q . N O T S H O W N S H A L L B E A S I N D I C A T E D I N T A B L E 2 3 0 4 . 9 . 1 O F T H E FBC. INSTALL 10d N A I L S U N L E S S O T H E R W I S E S P E C I F I E D O N T H E P L A N S O R D E T A I L S . B O L T S A N D L A G SCREWS SHALL C O N F O R M T O A N S I / A S M E S T A N D A R D B 1 8 . 1 . A L L B O L T S A N D L A G S C R E W S S H A L L B E INSTALLED WITH S T A N D A R D C U T W A S H E R S . ALL ANCHOR BOLT S A N D T H R E A D E D A N C H O R R O D S S H A L L B E I N A C C O R D A N C E W I T H A S T M A 3 0 7 , G R A D E A, OR ASTM F1554, G R A D E 3 6 . A N C H O R A D H E S I V E S S H A L L B E E I T H E R S E T ( E P O X Y - T I E ) O R A T (ARCYLIC-TIE) BY S I M P S O N S T R O N G - T I E A N D I N S T A L L E D A C C O R D I N G T O T H E M A N U F A C T U R E S INSTRUCTIONS. AL L D R I L L E D A N C H O R H O L E S S H A L L B E C L E A N E D O F A L L D E B R I S A N D B R U S H E D O U T PRIOR TO INSTALL A T I O N O F A N C H O R A D H E S I V E . ALL WOOD MEMBE R S E X P O S E D T O E X T E R I O R C O N C R E T E , M A S O N R Y , W E A T H E R , O R E A R T H S H A L L B E PRESSURE TREAT E D L U M B E R . A L L N A I L S D I R E C T L Y E X P O S E D T O W E A T H E R S H A L L B E G A L V A N I Z E D . FASTENER REQUI R E M E N T S I N P R E S S U R E T R E A T E D L U M B E R A R E A S F O L L O W S : ACZA PRESERV A T I V E : S T A N D A R D C A R B O N S T E E L . ACQ & MCQ PRE S E R V A T I V E : H O T D I P P E D G A L V A N I Z E D . SODIUM BORAT E : S T A I N L E S S S T E E L C O N N E C T O R S & F A S T E N E R S ( N O T R E Q . F O R SILL PLATES OVE R C O N C R . & V A P O R B A R R I E R N O T D I R E C T L Y E X P O S E D T O E A R T H O R W E A T H E R ) R E I N F O R C I N G S T E E L : REINFORCING STE E L S H A L L C O N F O R M T O A S T M A 6 1 5 , G R A D E 6 0 , F O R D E F O R M E D B A R A N D A S T M A 1 8 5 FOR SMOOTH WEL D E D W I R E F A B R I C ( W W F ) , U N L E S S O T H E R W I S E N O T E D . R E I N F O R C I N G S T E E L T O B E WELDED SHALL C O N F O R M T O A S T M A 7 0 6 . R E I N F O R C I N G S T E E L S H A L L B E S E C U R E L Y T I E D I N P L A C E WITH #16 ANNEAL E D I R O N W I R E . ALL DETAILING AN D A C C E S S O R I E S S H A L L C O N F O R M T O A C I D E T A I L I N G M A N U A L S P _ 6 6 . P R O V I D E CHAIRS, SPACERS, B O L S T E R S , A N D I T E M S I N C O N T A C T W I T H F O R M S W I T H H O T _ D I P G A L V A N I Z E D L E G S OR PLASTIC LEGS. A C C U R A T E L Y P O S I T I O N , S U P P O R T , A N D S E C U R E R E I N F O R C E M E N T A G A I N S T DISPLACEMENT BY F O R M W O R K C O N S T R U C T I O N O R C O N C R E T E P L A C E M E N T O P E R A T I O N S . "WET-STICKING" O F R E I N F O R C I N G I S P R O H I B I T E D . REQUIRED CONCRE T E C O V E R F O R R E I N F O R C I N G S T E E L ( U N L E S S N O T E D O T H E R W I S E ) : FOOTINGS 3" B O T T O M A N D S I D E S , 2 " T O P SLABS 3/4"COLUMNS 1-1/2 " T O T I E S , 2 " T O P BEAMS 1-1/2" TO S T I R R U P S WALLS 1-1/2”LAP SPLICE CONTI N U O U S V E R T I C A L O R H O R I Z O N T A L B A R S I N C O N C R E T E M E M B E R S I N A C C O R D A N C E WITH ACI 318, LAT E S T E D I T I O N , F O R C L A S S " B " T E N S I O N L A P S P L I C E S . D O N O T S P L I C E C O N T I N U O U S T O P BARS IN BEAMS AT E N D S O F C L E A R S P A N S . D O N O T S P L I C E C O N T I N U O U S B O T T O M B A R S I N B E A M S I N CLEAR SPANS BET W E E N S U P P O R T S . S H O W A L L S P L I C E S O N S H O P D R A W I N G S . S P L I C E L O C A T I O N S A N D METHODS SUBJEC T T O A P P R O V A L O F S T R U C T U R A L E N G I N E E R . AT SLAB AND WAL L O P E N I N G S P R O V I D E A M I N I M U M O F ( 2 ) # 5 B A R S A L L F O U R S I D E S A N D D I A G O N A L L Y ; EXTEND THESE BA R S A L A P D I S T A N C E O R A M I N I M U M O F 2 4 ” P A S T T H E O P E N I N G O R H O O K B A R S I F DISCONTINUOUS.DOWEL ALL WALLS A N D C O L U M N S T O F O O T I N G S W I T H B A R S I Z E A N D S P A C I N G T O M A T C H V E R T I C A L REINFORCING UNL E S S O T H E R W I S E S H O W N . 1 . W I N D P R E S S U R E S S H O W N A B O V E A R E F O R S T R U C T U R E S W I T H A M E A N R O O F H E I G H T O F 1 5 F E E T O R L E S S W I T H A R O O F P I T C H B E T W E E N 2 / 1 2 & 4 / 1 2 ( V E R T . / H O R I Z . ) . I F T H E S T R U C T U R E I S O U T S I D E T H E S E P A R A M E T E R P L E A S E C O N T A C T T H E E N G I N E E R . 2 . T H E E F F E C T I V E A R E A I S E Q U A L T O T H E L E N G T H * W I D T H O F T H E P R O P O S E D O P E N I N G O R S P A N . T H E W I D T H S H A L L B E P E R M I T T E D T O B E N O T L E S S T H A N 1 3 O F T H E S P A N L E N G T H . T H E E F F E C T I V E A R E A F O R F A S T E N E R S S H A L L N O T B E G R E A T E R T H A N T H E T R I B U T A R Y A R E A B / T F A S T E N E R S . 3 . A L L W I N D P R E S S U R E V A L U E S I N P O U N D S P E R S Q . F T ( P S F ) & A R E C O N S I D E R E D N O M I N A L V A L U E S ( A S D ) I N A C C O R D A N C E w / F B C T A B L E R 3 0 1 . 2 ( 2 ) T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y K E V I N C . M A R T I N , P E O N 2 / 8 / 2 0 2 1 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S W I N D P R E S S U R E S O N W A L L S & R O O F S 3 S - 4 S T R U C U T R A L D E T A I L S 2 e 2 r 2 n 3 e 3 r 1 1 a a a a aa aa 2 r 2 e 2 n 2 n 2 n 3 e 3 e 3 e 3 r 3 r 3 r G A B L E R O O F S 2 r 2 r 2 e 1 1 1 1 3 3 3 3 a a a a a a a a a H I P R O O F S 2 r 2 r 2 r 2 r 2 r 2 r 2 r 2 r 2 e 2 e 2 e S H E E T REVISIONSNo.DATEDESCRIPTIONAPPROVE D P R O J E C T # : D A T E : D R A W N : D E S I G N E D : S C A L E : K E V I N C . M A R T I N , P . E # 8 0 3 5 9 MARTIN ENGINEERING, LLC.450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 904-472-1459FL C.A# 32027 A S S H O W N 2020 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY F O R M O R F O R M A T W I T H O U T P R I O R W R I T T E N C O N S E N T F R O M M A R T I N E N G I N E E R I N G , L L C . D O N O T S C A L E D R A W I N G S . U S E G I V E N D I M E N S I O N S O N L Y . I F N O T S H O W N , V E R I F Y C O R R E C T D I M E N S I O N S W I T H T H E E N G I N E E R . C O N T R A C T O R S H A L L C H E C K A N D V E R I F Y A L L D I M E N S I O N S A N D C O N D I T I O N S AT JOB SITE. N E W C O V E R E D P O R C H A D D I T O I N 4 2 3 I R E X D R I V E A T L A N T I C B E A C H , F L 3 2 2 3 3 2 1 - 6 7 8 2 / 8 / 2 1 K C M K C M E F F E C T I V E A R E A O F R O O F Z O N E S E X T E R I O R W A L L S - - O P E N I N G / R O O F Z O N E 1 Z O N E 2 r Z O N E 2 e , 3 e Z O N E 4 Z O N E 5 Z O N E 0 T O 1 0 1 9 . 0 - 4 2 . 8 1 9 . 0 - 5 5 . 9 1 9 . 0 - 6 0 . 2 2 5 . 5 - 2 7 . 7 2 5 . 5 - 3 4 . 2 1 0 . 1 T O 2 0 1 6 . 4 - 4 2 . 8 1 6 . 4 - 5 0 . 3 1 6 . 4 - 5 4 . 2 2 4 . 4 - 2 6 . 6 2 4 . 4 - 3 1 . 9 2 0 . 1 T O 5 0 1 4 . 0 - 3 3 . 2 1 4 . 0 - 4 3 . 0 1 4 . 0 - 4 6 . 1 2 2 . 8 - 2 5 . 1 2 2 . 8 - 2 8 . 8 5 0 . 1 T O 1 0 0 1 4 . 0 - 2 5 . 5 1 4 . 0 - 3 7 . 4 1 4 . 0 - 4 0 . 0 2 1 . 7 - 2 3 . 9 2 1 . 7 - 2 6 . 6 1 0 0 . 1 T O 5 0 0 - - - - - - 1 9 . 0 - 2 1 . 1 1 9 . 0 - 2 1 . 1 - f f f f f f c : : : : : : : J f f 1 / ~ ~ - _ / v 1 ~ I - - - _ u _ - - - I ~ ~ / I ~ - - - - g - - - - ! ~ : t : : h " 0 0 _ _ o _ ~ ~ i - - - - ~ - - - - b ~ 0 0 -- - r r ~ v t n l - - - - o - - - - 1 r ~ ~ ~ ' { " 1 < · ~ ~ - - - L - - ~ --- - ~ ~ □ . . ~ ~ ~ -■-~ ■■ ■■■ ■■■ ill .. 1111P ----........... - S T R U C T U R A L P L A N S S - 2 T H E S C O P E O F T H E S E P L A N S I S L I M I T E D T O T H E S T R U C T U R A L W O R K F O R T H E PR O P O S E D R E A R C O V E R E D P O R C H I N T H E A R E A S S H O W N O N T H E S E P L A N S O N L Y . AL L O T H E R A R E A S A N D / O R S T R U C T U R A L C O M P O N E N T S A R E O U T S I D E T H E S C O P E OF T H E S E P L A N S . A L L N E W C O N S T R U C T I O N S H A L L B E I N A C C O R D A N C E W I T H T H E AP P R O V E D S E T O F P L A N S , A P P L I C A B L E F L P R O D U C T A P P R O V A L S & M E E T A L L T H E M I N I M U M R E Q U I R E M E N T S O F T H E 2 0 2 0 F L O R I D A B U I L D I N G C O D E , 7 T H E D I T I O N R E S I D E N T I A L . S C O P E O F W O R K & L I M I T A T I O N S C O N T R A C T O R I S R E S P O N S I B L E F O R A L L T E M P O R A R Y S H O R I N G O F T H E E X I S T I N G S T R U C T U R A L F L O O R , R O O F , C E I L I N G , A N D O T H E R L O A D B E A R I N G M E M B E R S . EXIST. LAYOUT/WORK AREASSCALE: N.T.S C O N T A C T E N G I N E E R I F A N Y F I E L D C O N D I T I O N S I N C L U D I N G , F O U N D A T I O N S , E X I S T I N G F R A M I N G S I Z E S , S P A C I N G , O R I E N T A T I O N , A N D F A S T E N I N G S D I F F E R F R O M P L A N S FRAMING LEGENDNEW ROOF BEAMSEXIST. 8" CMU WALLSROOF RAFTERSBM-1(2) 1.75"x9.25" 2.0E LVL VALLEY BEAM(BEAM FASTENING PER S-4)A6X6 No. 2 P.T. TO EXIST. TIE BEAM w/ABU66 PER 2/S-4. FASTEN BEAMS TOPOSTS PER 1/S-4.NEW POST FTG's. SEE DETAIL 2 ONSHEET S-3 FOR SPECS BM-2(2) 2x10 No. 2 SYP(P.T.) ROOF BEAMS(BEAM FASTENING PER S-4)B VALLEY BEAM TO ROOF BEAM w/HHUS410-SLD6 HANGER. FILL ALL HOLESw/ 10d NAILS NEW 6X6 SYP P.T. SUPPORT POSTSPORCH F R A M I N G P L A N SCALE: 3/16" = 1'-0" R O O F F R A M I N G P L A N S C A L E : 3 / 1 6 " = 1 ' - 0 " C 2x4 No. 2 SYP ROOF PURLINS AT 24" O.C.w/ (2) #10x3.5 SCREWS AT EACH RAFTER.INSTALL METAL ROOFING PER FL.PRODUCT APPROVALS T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y K E V I N C . M A R T I N , P E O N 2 / 8 / 2 0 2 1 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S EXIST. SFR EXIST.CARPORT WORK AREA B M - 1 B M - 2 B M - 2 2 X 6 N o . 2 S Y P R O O F R A F T E R S A T 1 6 " O . C . , T Y P . C A A A B E X I S T . S . F . R . E X I S T . S . F . R . S H E E T REVISIONSNo.DATEDESCRIPTIONAPPROVE D P R O J E C T # : D A T E : D R A W N : D E S I G N E D : S C A L E : K E V I N C . M A R T I N , P . E # 8 0 3 5 9 MARTIN ENGINEERING, LLC.450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 904-472-1459FL C.A# 32027 A S S H O W N 2020 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY F O R M O R F O R M A T W I T H O U T P R I O R W R I T T E N C O N S E N T F R O M M A R T I N E N G I N E E R I N G , L L C . D O N O T S C A L E D R A W I N G S . U S E G I V E N D I M E N S I O N S O N L Y . I F N O T S H O W N , V E R I F Y C O R R E C T D I M E N S I O N S W I T H T H E E N G I N E E R . C O N T R A C T O R S H A L L C H E C K A N D V E R I F Y A L L D I M E N S I O N S A N D C O N D I T I O N S AT JOB SITE. N E W C O V E R E D P O R C H A D D I T O I N 4 2 3 I R E X D R I V E A T L A N T I C B E A C H , F L 3 2 2 3 3 2 1 - 6 7 8 2 / 8 / 2 1 K C M K C M I I ~ 1888888:1 ----I I I I □ □ □ r;•-•,, I, 'I f ' I I ~\ ,• L' , I _...___,.. _ _J -v II -i - - ~ ~ ~ ~ - - - - - - - - _ : : : : : 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I 1 1 I 1 1 I 1 1 I 1 1 I F R A M I N G D E T A I L S S - 3 T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y K E V I N C . M A R T I N , P E O N 2 / 8 / 2 0 2 1 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S EXIST. CMU 6 x 6 N o . 2 S Y P , P . T . S U P P O R T C O R N E R P O S T TYP. PORCH FRAMING DETAIL1 N E W P O S T F O O T I N G . S I Z E A N D R E I N F . P E R D E T A I L O N S - 3 B E A M S T O P O S T C O N N E C T I O N P E R T Y P . C O N N E C T I O N D E T A I L 1 O N S - 4 2 x 6 N o . 2 S Y P A T 1 6 " R O O F R A F T E R S . F A S T E N T O V A L L E Y B E A M w / A 3 5 C L I P S & T O S U P P O R T B E A M S w / H 2 . 5 A C L I P S . 2 x 4 N o . 2 S Y P R O O F P U R L I N S A T 2 4 " O . C . w / ( 2 ) # 1 0 x 3 . 5 S C R E W S A T E A C H R A F T E R PAVERS PEROWNERS SPECS,TYP.UPPER ROOFSUPPORT BEAMSPER FRAMING PLAN6x6 No. 2 SYP, P.T.UPPER POST,TYP.UPPER SUPPORTPOST TO EXIST.TIE-BEAM w/ ABU66PER 2/S-4EXIST. 8" CMU WALL w/TIE-BEAM AND FOUND.(V.I.F.)META L R O O F I N G P E R O W N E R S SPEC . I N S T A L L T O P U R L I N S PER F L P R O D U C T A P P R O V A L 3'-0 2 4 " 6" S Y P P T P O S T , S E E P L A N F O R S I Z E E M B E D P O S T M I N . 2 ' - 6 " I N W E T C O N C R E T E R O U N D O R S Q U A R E P O S T F O O T I N G F I X E D P O S T F O O T I N G 2 ( 1 ) N o . 4 B A R T O P & B O T . , T Y P . S H E E T REVISIONSNo.DATEDESCRIPTIONAPPROVE D P R O J E C T # : D A T E : D R A W N : D E S I G N E D : S C A L E : K E V I N C . M A R T I N , P . E # 8 0 3 5 9 MARTIN ENGINEERING, LLC.450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 904-472-1459FL C.A# 32027 A S S H O W N 2020 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY F O R M O R F O R M A T W I T H O U T P R I O R W R I T T E N C O N S E N T F R O M M A R T I N E N G I N E E R I N G , L L C . D O N O T S C A L E D R A W I N G S . U S E G I V E N D I M E N S I O N S O N L Y . I F N O T S H O W N , V E R I F Y C O R R E C T D I M E N S I O N S W I T H T H E E N G I N E E R . C O N T R A C T O R S H A L L C H E C K A N D V E R I F Y A L L D I M E N S I O N S A N D C O N D I T I O N S AT JOB SITE. N E W C O V E R E D P O R C H A D D I T O I N 4 2 3 I R E X D R I V E A T L A N T I C B E A C H , F L 3 2 2 3 3 2 1 - 6 7 8 2 / 8 / 2 1 K C M K C M 0 , - - - - - - - - or--------- = F R A M I N G D E T A I L S S - 4 T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y K E V I N C . M A R T I N , P E O N 2 / 8 / 2 0 2 1 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S 6X6 P.T. POST,TYP. w/ ABU66HOLDOWN PERTYP. ANCHORDETAIL (2) 1/2" CARRIAGE BO L T S w/ NUT & WASHER(2) 12" CARRIAGEBOLTS w/ NUT &WASHERTYP. BEAM CONNECTIONS1 ( 2 ) 1 2 " C A R R I A G E B O L T S w / N U T & W A S H E R (2) 12" CARRIAGEBOLTS w/ NUT &WASHER VALLEY BEAM TOROOF BEAM w/HHUS410-SLD6 6X6 P.T. POST,TYP. w/ ABU66HOLDOWN PERTYP. ANCHORDETAIL A B U 6 6 Z ( A B U 6 6 , A B U 8 8 s i m i l a r ) A B U 6 6 Z P O S T B A S E . F I L L A L L H O L E S w / 1 6 d N A I L S . A B U 4 4 : . 1 2 " A N C H O R B O L T O R A . T . R . . A B U 6 6 : 5 8 " A N C H O R B O L T O R A . T . R . A B U 8 8 : ( 2 ) 5 8 " A N C H O R B O L T S O R A . T . R . S U P P O R T P O S T . S E E P L A N F O R S I Z E & L O C A T I O N T H R E A D E D R O D : D R I L L & E P O X Y 1 / 2 " T H R E A D E D R O D w / M I N . 7 " E M B E D M E N T I N T O E X I S T . T I E B E A M O R T I T E N H D : 1 2 " T I T E N H D A N C H O R 7 " L G . T Y P . A N C H O R D E T A I L S 2 E X I S T . T I E - B E A M 2 R O W S - 1 6 d N A I L S @ 1 2 " O . C . 2 P L Y < 1 4 " L V L / S P Y B E A M F A S T E N I N G ( N . T . S . ) S H E E T REVISIONSNo.DATEDESCRIPTIONAPPROVE D P R O J E C T # : D A T E : D R A W N : D E S I G N E D : S C A L E : K E V I N C . M A R T I N , P . E # 8 0 3 5 9 MARTIN ENGINEERING, LLC.450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 904-472-1459FL C.A# 32027 A S S H O W N 2020 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY F O R M O R F O R M A T W I T H O U T P R I O R W R I T T E N C O N S E N T F R O M M A R T I N E N G I N E E R I N G , L L C . D O N O T S C A L E D R A W I N G S . U S E G I V E N D I M E N S I O N S O N L Y . I F N O T S H O W N , V E R I F Y C O R R E C T D I M E N S I O N S W I T H T H E E N G I N E E R . C O N T R A C T O R S H A L L C H E C K A N D V E R I F Y A L L D I M E N S I O N S A N D C O N D I T I O N S AT JOB SITE. N E W C O V E R E D P O R C H A D D I T O I N 4 2 3 I R E X D R I V E A T L A N T I C B E A C H , F L 3 2 2 3 3 2 1 - 6 7 8 2 / 8 / 2 1 K C M K C M Q i - - - - - - - ot------ - DAVIS RESIDENCE423 IREX DRATLANTIC BEACH, FL 32233N JACKSONVILLEINTERNATIONAL AIRPORT95I-10 295ARLINGTON EXPJ. TURNER BUTLERSOUTHSIDE BLVD BEACH BLVD ATLANTIC BLVDKERNAN BLVDHODGES BLVDPHILIPS HWY ATLANTIC OCEAN 9A9A295 AG DESIGN GROUP, LLC.ANGEL E. GUERRERO(904)755-3051IREX ROAD L O T 2 3 B L O C K 1 0 L O T 2 2 B L O C K 1 0 L O T 2 4 B L O C K 1 0 L O T 4 B L O C K 1 0 L O T 5 B L O C K 1 0 T R I T O N R O A D G A R A G E P R O P O S E D C O V E R E D P O R C H DAVIS RESIDENCE 423 IREX RD ATLANTIC BEACH, FL 32233 COPYRIGHT NOTICE THESE PLANS, DESIGNS, AND IDEAS ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF A.E.G. ALL RIGHTS RESERVED. ANGEL E. GUERRERO (904) 755-3051 AG DESIGN GROUP, LLC. SCHEDULE OF DRAWINGS: A-0. MAP LOCATION AND SITE PLAN. A-1. EXISTING PARTIAL VIEW OF 1 ST FLOOR PLAN, PARTIAL VIEW OF 1 ST FLOOR PLAN WITH PROPOSED PORCH AND ROOF PLAN. A-2. ELEVATION PLANS AND FLASHING DETAILS WITH GENERAL NOTES. TOTAL SQUARE FOOTAGE SQUARE FOOTAGE 1 ST FLOOR PLAN 1044 ENCLOSED CONDITIONED 1044 HEATING AND COOLING AREA ENTRY 84 UNCONDITIONED REAR PATIO 223 STORAGE 60 GARAGE 240 TOTAL S.Q : 1651 A. AREA OF ALL ENCLOSED CONDITIONED SQ 1044 SPACE, B, ALL UNENCLOSED SPACE, SQ 607 C. HEATING AND COOLING AREA REMAIN THE SAME. 1. THIS IS A CONCEPTUAL ARCHITECTURAL DRA~NGS AND THIS DESIGN NEEDS ENGINEERING PLANS. 2, BUILDER AND CONTRACTORS WILL BE RESPONSIBLE TO VERIFY ALL DIMENSIONS, FINISH FLOOR ELEVATIONS, PLATE HEIGHTS, VERIFY PITCH, ROOF CONVENTIONAL PLACEMENT AND ALL CONDITIONS OF TIHE JOB PRIOR TO CONSTRUCTION. 3. THE PURPOSE OF THESE PLANS IS TO BUILD ON TIHE REAR A NEW COVERED PORCH, FOR MORE INFORMATION SEE THE PLANS. LEGEND: EXISTING CMU WALLS 111111111 EXISTING FRAMING WALLS ~ PROPOSED WALLS 607 /2" \RON rouND 'I PIPE (NO \.D.) • • ,4 ,i • • >- , , , _ _ 0 - _ _ , , . \ , [ ) t O 0 c o <( 5 ::, L O' . ' . < ( 0 - . r - - ~ • B U I L D I N G 1 f R E . S 1 R \ C 1 \ 0 N L I N E ( . . - ' 5 8 " E i / 2 " \ R O N R O D , , I N 8 2 0 4 3 S E 1 " L B # 7 5 9 3 9 3 , 0 0 A N D C A P • \ , [ ) l O . 0 c D > • . N 0 . l O ~ r - - 0 z W O O D f E N C E 2 5 , 0 ' 2 9 , 7 ' ' \ 8 ' O R I E W A Y W I D E . _ _ _ , . 0 . _ _ _ , . I n , 0 \ I 4 ' \ _ , , ; \ . ; \ I . z M E T A L f E N C E " ; : = i ; : ; = c ; = ! ; I 8 · 0 1 / c M U W - - - n - L - t \ · · · . u i / / B L O C \ < : : > • . - s : t ' , . 0 , I . · o I • I • I \ I \ • . . r - - , • ' ' . , . _ _ _ , . ( _ ; . ! - J ' \ 9 . 8 ' 5 ' W O O D f E N C E ' • " _ _ _ , . 0 . 0 . E X I S T . c o N C . _ _ _ , . ( _ ; . ! ) ( ) ( I I I I I I I I I I I I I I I I I I I I I ' 0 . 4 I ' , 0 . 2 I I I I I I I I I I I I I I I I I I I \ ' \ / 2 " \ R O N R O D " S E T " L B # 7 5 9 3 A N D C A P I I I I I I I I I I I / 2 " \ R O N r o u N D 1 f E N C E O N L I N E I ' R O D ( N O \ . 0 . ) y . _ _ y . _ _ L y . _ _ y . _ _ y . _ _ y . _ _ Y - I I I I I I I I I I I I I \ w ~ " I \ . l ) \ l O I I 0 I - - . _ _ _ _ I \ W I : : ) I I I . I D I I I , , , _ _ \ ~ I _ _ , , I · n I C " ! I • , ~ I t O I , , , _ _ I 0 - 1 _ _ , , I . I D I t O I • 1 0 I t 0 I I w o o o f E N C E I I I I I I I I I I I • I 0 1 c D \ I I L L l \ : : : I N 1 0 1 • I l O I ~ ' o I I " ' I o ' ( f l \ I I I I I • I ~ , 0 1 - - . _ _ _ _ I • I U - : 1 : : ) I I . I D \ I I I I I o . 3 ' M A P S H O W I N G B O U N D A R Y S U R V E Y O F : L O T 2 3 , B L O C K 1 0 , R O Y A L P A L M S R E P L A T , U N I T 2 A A C C O R D I N G T O T H E P L A T T H E R E O F , A S R E C O R D E D I N P L A T B O O K 3 1 , P A G E S 1 6 - 1 6 D , O F T H E C U R R E N T P U B L I C R E C O R D S O F D U V A L C O U N T Y , F L O R I D A . P R O P E R T Y A D D R E S S : 4 2 3 I R E X R O A D A T L A N T I C B E A C H , F L 3 2 2 3 3 L E G E N D : E X I S T I N G H O U S E P R O P O S E D A D D I T I O N W O O D F E N C E M E T A L F E N C E V Z Z d I I x - - - x - - - x x - - - x - - - x 3 7 ' ) ( ) ( I I I I I I I I 1 / 2 " \ R O N r o u N D 1 \ I I I \ ) ( 9 3 , 0 0 ' W O O D f E N C E I I I I P I P E ( N O 1 . D - 1 I I , , , _ _ 0 - _ _ , , r - - 0 c o n N B L O C K c o R N E R ) ( r o u N D P I P E ) ( 1 / 2 " \ R O N ( N O \ . D . ) ) ( I I I I M E T A l f E N C E P L O T P L A N S C A L E : 1 / 8 " 1 ' - 0 " I I I I I I I I I I I I I I I I I I I I I I ' S Q U A R E F O O T A G E O F T H E L O T 7 , 5 2 3 . 0 S Q U A R E F O O T A G E O F E X I S T I N G A N D A D D I T I O N S 1 , 6 5 1 . 0 D R I V E W A Y S A N D S I D E W A L K S 9 4 1 . 0 A C P A D ~ - 0 T O T A L S Q U A R E F O O T A G E 2 , 6 1 8 . 0 L O T C O V E R A G E P E R C E N T M A X . T O B U I L D 4 5 . 0 % B U I L D I N G C O V E R A G E I S 4 5 % I M P E R V I O U S I S 4 5 % N O T E S : S E T B A C K S : F R O N T 2 0 ' R E A R 2 0 ' S I D E S 7 . 5 ' E A C H S I D E . T O T A L H I G H T O B U I L D 3 5 ' S E T B A C K S A R E M E A S U R E D T O T H E F U R T H E R S P R O J E C T I O N O N S I T E P L A N . R E V I S I O N S B Y C U S T O M E R D A V I S R E S I D E N C E A D D R E S S 4 2 3 I R E X R D A T L A N T I C B E A C H , F L D E S I G N E D A . G D A T E 1 2 . 2 1 . 2 0 S C A L E A S N O T E D A - 0 S H E E T 1 - 3 , b 8 ' 6 " H T . ' 3 / - ~ o · - o · F . F R O O F R E M A I N r M E T A L R O O F l H E S A M E . ( T Y P ) . S T A N D I N G S E A M I I I I 1 1 I I I I L ! & . I ' I I I 1 1 I I ~ ~ I I - 1 - 1 - a - + 1 , . . 1 1 I I I 1 1 I I I I I 2 I l l ~ ~ 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 J . L , J : : ! : : 1 1 1 I 1 1 I 1 1 1 1 I T T l 1 1 1 1 1 1 1 1 1 1 1 1 I T 1 1 1 1 I T 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T ] I I I I I I I I I I I I \ \ I I I I I I I I I I I I I I I I I I I I I I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / I I I \ \ I I I I I I I 1 - 1 I I I I I I I I 6 x 6 P . T . P O S T . _ / I I I I I I I I I I I ' \ . I I I , _ / L I N E O F P A Y E R S . P R O P O S E D V I E W R E A R P A R T I A L E L E V A T I O N S C A L E : 1 / 4 " = 1 ' - 0 " ' ' 1 2 2 E X I S T I N G H O U S E C O V E R E D P O R C H P A V E R S B Y O l H E R S E X I S T I N G H O U S E R E M A I N l H E S A M E N E W C O V E R E D P O R C H P R O P O S E D P A R T I A L V I E W R I G H T E L E V A T I O N S C A L E : 1 / 4 " = 1 ' - 0 " , . _ , £ . , ' \ _ C M U B L O C K W A L L S A M E . R E M A I N S l H E ........ EXISTING PARTIAL VIEW OF 1 ST FLOOR PLAN SCALE: 1/4" - 1'-0" tt'-£' PA\EIII IY OTHEltl &OPEa.D.HT. mvE8EQ P(RQI 14"-4 .... 1'-I" PARTIAL VIEW OF 1ST FLOOR PLAN WITH PROPOSED PORCH SCALE: 1/4" = 1•-0• ------ ♦ ♦ ROOF PLAN SCALE: 1/4" = 1'-o• SAFETY STUDY APPLICABLE OSHA AND OTHER SAFETY REQUIREMENTS BEFORE FOLLOWING THESE INSTRUCTIONS. The installation of metal roof systems is a dangerous procedure and should be supervised by trained knowl- edgeable erectors. USE EXTREME CARE WHILE INSTALLING ROOF PANELS. It is not possible for Metal Sales to be aware of all the possible job site situations that could cause an unsafe condition to exist. The erec- tor of the roof system is responsible for reading these instructions and determining the safest way to install the roof system. These instructions are provided only as a guide to show a knowledgeable, trained erector the correct part placement one to another. If following any of the installation steps would endanger a worker, the erector should stop work and decide upon a corrective action. Provide required safety railing, netting, or safety lines for crew members working on the roof. Do not use the roof panel as a walking platform. The roof panels will not withstand the weight of a person standing at the edge of the panel. Do not stand on the roof panel until the panels have been attached. The application and detail drawings in this manual are strictly for illustration purposes and may not be appli- cable to all building designs or product installations. All projects should conform to applicable building codes for that particular area. It is recommended to follow all building regulations and standard industry practices. Metal Sales Manufacturing Corporation is not responsible for the performance of the roof system if it is not installed in accordance with the suggested instructions referenced in this installation manual or in the product overview. (See Product Manual or Product Technical Literature). If there is a conflict between this manual and the actual erection drawings, the erection drawings are to take precedence. Prior to ordering and installing materials, all dimensions should be verified by field measurements. Metal Sales reserves the right to modify, without notice, any details, recommendations or suggestions. Any questions you may have regarding proper installation of the roofing system should be directed to your Metal Sales representative, see pages 2 and 3. Consult Metal Sales for any additional information not outlined in this manual. This manual is designed to be utilized as a guide when installing Post Frame and Residential roofing systems. It is the responsibility of the erector to ensure the safe installation of this product system. Classic Rib® Install Guide RESO21-0017 •• ~;:, metal sales f f ~ ~ manufacturing corporation © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 2 CLASSIC RIB® For more than 55 years, Metal Sales Manufacturing Corporation has earned a reputation as the premier provider of innovative metal building components and accessories. We’ve backed this reputation with the industry’s largest professional sales and services team. We offer a full line of exceptional quality metal roof and wall panels for agricultural, commercial, architectural, industrial and residential projects of every shape and size, new construction or retro-fit. 15 14 5,101 9 8 13 4 11 18 6 17 3 12 7 19 2 16 20 21 Branch Territory Map NOTE: Shaded areas represent regions served by each location. * ml C) 0 0 0 0 .. © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 3 CLASSIC RIB®1. DENVER BRANCH7990 E. I-25 Frontage RoadLongmont, CO 80504303.702.5440 800.289.7663 800.289.1617 Fax2. JACKSONVILLE BRANCH7110 Stuart AvenueJacksonville, FL 32254 904.783.3660 800.394.4419 904.783.9175 Fax 800.413.3292 Fax 3. JEFFERSON BRANCH 352 East Erie Street Jefferson, OH 44047 440.576.9070 800.321.5833 440.576.9242 Fax 800.233.5719 Fax 4. INDEPENDENCE BRANCH 1306 South Powell Road Independence, MO 64057 816.796.0900 800.747.0012 816.796.0906 Fax 5. SELLERSBURG BRANCH 7800 State Road 60 Sellersburg, IN 47172 812.246.1866 800.999.7777 812.246.0893 Fax 800.477.9318 Fax 6. ROGERS BRANCH 22651 Industrial Boulevard Rogers, MN 55374 763.428.8080 800.328.9316 763.428.8525 Fax 800.938.9119 Fax 7. NASHVILLE BRANCH 4314 Hurricane Creek Boulevard Antioch, TN 37013 615.641.7100 800.251.8508 615.641.7118 Fax 800.419.4372 Fax 8. SPOKANE BRANCHEast 2727 Trent AvenueSpokane, WA 99202509.536.6000 800.572.6565 509.534.4427 Fax9. SEATTLE BRANCH20213 84th Avenue, SouthKent, WA 98032 253.872.5750 800.431.3470 (Outside WA) 800.742.7900 (Inside WA) 253.872.2008 Fax 10. NEW ALBANY BRANCH 999 Park Place New Albany, IN 47150 812.944.2733 812.944.1418 Fax 11. ROCK ISLAND BRANCH 8111 West 29th Street Rock Island, IL 61201 309.787.1200 800.747.1206 309.787.1833 Fax 12. DEER LAKE BRANCH 29 Pinedale Industrial Road Orwigsburg, PA 17961 570.366.2020 800.544.2577 570.366.1648 Fax 800.544.2574 Fax 13. TEMPLE BRANCH 3838 North General Bruce Drive Temple, TX 76501 254.791.6650 800.543.4415 254.791.6655 Fax 800.543.4473 Fax 14. WOODLAND BRANCH 1326 Paddock Place Woodland, CA 95776 530.668.5690 800.759.6019 530.668.0901 Fax 15. FONTANA BRANCH14213 Whittram AvenueFontana, CA 92335909.829.8618 800.782.7953 909.829.9083 Fax16. ANCHORAGE BRANCH4637 Old Seward HighwayAnchorage, AK 99503 907.646.7663 866.640.7663 907.646.7664 Fax 17. BAY CITY BRANCH 5209 Mackinaw Road Bay City, MI 48706 989.686.5879 888.777.7640 989.686.5870 Fax 888.777.0112 Fax 18. DETROIT LAKES BRANCH 1435 Egret Avenue Detroit Lakes, MN 56501 218.847.2988 888.594.1394 218.847.4835 Fax 888.594.1454 Fax 19. MOCKSVILLE BRANCH 188 Quality Drive Mocksville, NC 27028 336.751.6381 800.228.6119 336.751.6301 Fax 800.228.7916 Fax 20. FORT SMITH BRANCH 7510 Ball Road Fort Smith, AR 72908 479.646.1176 877.452.3915 479.646.5204 Fax 21. SIOUX FALLS BRANCH 2700 West 3rd Street, Suite 4 Sioux Falls, SD 57104 605.335.2745 888.299.0024 TECHNICAL SERVICES 545 South 3rd Street, Suite 200 Louisville, KY 40202 502.855.4300 800.406.7387 502.855.4290 Fax 800.944.6884 Fax TECHNICAL SUPPORT Branch Locations m I t I'. f= © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 4 CLASSIC RIB®PAGE NO.General Information Important Information ................................................................................1 Metal Sales' Locations ..............................................................................2 Customer Service .....................................................................................3Panel Information Panel Overview .........................................................................................6 Testing and Approvals ...............................................................................6 Fastening Patterns ....................................................................................6 Panel Lap Detail .......................................................................................7 Section Properties ....................................................................................7 Classic Rib Fastener Installation .......................................................................8 Post Frame Flashing Profiles .......................................................................9-11 Residential Flashing Profiles ..........................................................................12 Accessory Profiles ...........................................................................................13 Handling Material Receiving Material ..................................................................................14 General Handling ....................................................................................14 Mechanical Handling ..............................................................................14 Manual Handling .....................................................................................15 Storage General ...................................................................................................16 Foot Traffic .............................................................................................16 Required Tools .........................................................................................16 Design / Installation Considerations General ....................................................................................................17 Condition of Substructure ........................................................................17 Field Cutting and Touch-Up Field Cutting .............................................................................................18 Touch-Up Paint ........................................................................................18 Ventilation ................................................................................................18 Fastener Selection Guide ................................................................................19 Installation Overview ........................................................................................20 Post Frame Panel Installation Installing Inside Closures (Step 1) ...........................................................21 Installing First Panel (Step 2) ...................................................................21 Installing Endlap Panel (Step 3) ..............................................................22 Installing Sidelap Panel (Step 4)..............................................................22 14" Universal Ridge Detail .......................................................................23 Low Profile Ridge Vent ............................................................................23 Outside Corner Detail ..............................................................................23 Inside Corner Detail .................................................................................23 Gable Trim Detail .....................................................................................24 Rake Trim Detail ......................................................................................24 Universal Sidewall Detail .........................................................................24 Universal Endwall Detail ..........................................................................24 Eave Molding Detail .................................................................................25 Universal Gambrel Detail .........................................................................25 TABLE OF CONTENTS ~ - - - - - f= © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 5 CLASSIC RIB®PAGE NO.TABLE OF CONTENTS (cont.) Angle Base Detail ....................................................................................25 Double Angle Detail .................................................................................25 Drip Cap Detail ........................................................................................26 Base Molding Detail .................................................................................26 Cannonball Track Cover Detail ................................................................26 National Track Cover Detail .....................................................................26 Door Jamb Molding Detail .......................................................................27 Mini-Angle - U-Flashing Detail .................................................................27 Post Trim Detail .......................................................................................27 Door Post Trim Detail ...............................................................................27 Overhead Door Trim Detail ......................................................................28 Soffit Detail ..............................................................................................28 12" Soffit Detail ........................................................................................28 24" Soffit Detail ........................................................................................28 Installation Overview ........................................................................................29 Residential Panel Installation Installing Inside Closures (Step 1) ...........................................................30 Installing First Panel (Step 2) ...................................................................30 Installing Second Panel (Step 3) .............................................................31 Installing Second Eave Panel (Step 4) ....................................................31 14" Universal Ridge Detail .......................................................................32 Ridge / Hip Cover Detail ..........................................................................32 Vented Ridge Detail .................................................................................32 Gable Trim Detail .....................................................................................32 Eave Detail ..............................................................................................33 Gutter Detail .............................................................................................33 Valley Detail .............................................................................................33 Pitch Break Detail ....................................................................................33 Chimney / Cricket Detail ..........................................................................34 Roof Penetration Detail ............................................................................34 Care and Maintenance .....................................................................................35 Notes ............................................................................................................36,37 ~ - - - - - f= © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 6 CLASSIC RIB® } Finishes: MS Colorfast45®, ColorFit40™, Versa20 and Acrylic Coated Galvalume® } Corrosion Protection: AZ55 per ASTM A 792 for unpainted Galvalume® AZ50 per ASTM A 792 for painted Galvalume® AZ35 per ASTM A 792 for painted Galvalume® (ColorFit40 only) G60, G90 or G100 per ASTM A 653 for Galvanized } Gauges: 29 ga and 26 ga standard; 24 ga optional } Panel Length: Minimum: 5'-0"; Maximum: 45'-0" recommended } Profile: 36" panel coverage, 3/4" rib height } Profile: Exposed fastened panel, low profile, bell-top trapezoidal rib on 9" centers } Minimum roof slope: 3:12 PANEL OVERVIEW } UL 2218 Impact Resistance - Class 4 } UL 790 Fire Resistance Rating - Class A, per building code } UL 263 Fire Resistance Rating - per assembly } UL 580 Uplift Resistance - Class 90 Constructions: #560, 584 } ASTM E 455, Diaphragm Capacity } Texas Wind Storm - Evaluation RC-161 } 2017 FBC Approvals - FL9482.2, FL9482.3, 10999.3, FL 10999.4, FL14645.5, FL14645.8, FL14645.9, FL14645.10 and FL14645.11 } Miami-Dade County, Florida NOA 16-0218.02, expires 8/24/2021 } ICC Evaluation Report, ESR-2385 TESTING AND APPROVALS 36" Coverage Anti-Siphon Groove9"3/4"3/8"3 1/8"2 3/4"5/8"C 1 3/4"PANEL INFORMATION Field of Panel End of Panel FASTENING PATTERNS (/h - IT IT '-----1_ © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 7 CLASSIC RIB®PANEL INFORMATION Anti-Siphon Groove Classic Rib Panel 1/4"-14 x 7/8" Stitch Screw (for roof only) #10-14 Woodscrew PANEL LAP DETAIL SECTION PROPERTIES 1. Theoretical section properties have been calculated per AISI 2016 'North American Specification for the Design of Cold-Formed Steel Structural Members'. Ixx and Sxx are effective section properties for deflection and bending. 2. Allowable load is calculated in accordance with AISI 2016 specifications considering bending, shear, combined bending and shear and deflection. Allowable load considers the 3 or more equal spans condition. Allowable load does not address web crippling, fasteners, support material or load testing. Panel weight is not considered. 3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. 4. Allowable loads do not include a 1/3 stress increase for wind. 5. Diaphragm Capacity - 246 plf average Ultimate Shear Strength using the above fastening pattern on 2x supports located 2' on center, per ASTM E 455. ALLOWABLE UNIFORM LOADS, psf For various fastener spacings 1.5’ 2’ 2.5’ 3’ 3.5’ 4’ 1.5’ 2’ 2.5’ 3’ 3.5’ 4’ SECTION PROPERTIES Bottom in CompressionWidth in Yield ksi 36 80 36 80 36 50 29 Ga 26 24 Sxx in3/ft Ixx in4/ft Weight psf 0.63 0.80 1.05 Top in Compression Sxx in3/ft Ixx in4/ft Inward Load Outward Load 0.0097 0.0162 0.0060 0.0140 171 97 62 43 32 24 197 112 72 50 37 25 0.0123 0.0207 0.0080 0.0181 221 125 81 56 41 32 251 143 92 64 47 32 0.0163 0.0268 0.0117 0.0241 245 139 90 62 46 35 271 154 99 69 51 39 ~r- - - - - - - - f=i ~ ■ © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 8 CLASSIC RIB®FASTENER INSTALLATIONUSING SCREWS:For fastening with screws, it is best to use a painted or plated screw, Type A or driller tip with a flat rubber washer. The correct screw gun is also important to the proper installation of self-drilling or self-tapping screws. A tool with the appropriate speed and torque setting (as recommended by the fastener manufacturer) will help prevent fastener thread strip-out and possible damage to the panel or its coating. Typically 40 screws should be used per square for 2' wide panels and 80 screws should be used per square for 3' wide panels. SCREW ATTACHMENT CORRECT Sealing material slightly visible at edge of washer. Assembly is water tight. TOO LOOSE Sealing material is not visible; not enough compression to seal. TOO TIGHT Washer is deformed; sealing material pressed beyond fastener edge. SEATING THE WASHER - Apply sufficient torque to seat the washer - do not overdrive the fastener. TO PREVENT WOBBLING - Make sure fastener head is completely engaged in the socket. If the head does not go all the way in the socket - tap the magnet deeper into the socket to allow full head engagement. Metal chips will build up from drilling and should be removed from time to time. PROTECT DRILL POINT - Push only hard enough on the screw gun to engage clutch. This prevents excess friction and burn out of the drill point. Correct pressure will allow screw to drill and tap without binding. ~ - - - - - f= © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 9 CLASSIC RIB® 1 - BASE MOLDING POST FRAME FLASHING PROFILES 1 - ANGLE BASE 2 - J-CHANNEL 3 - 14" UNIVERSAL RIDGE 4 - SOFFIT 4 - 12" SOFFIT 4 - 24" SOFFIT 5 - UNIVERSAL ENDWALL 1" C 1" 1" 1" 1 1/2" C 7/8" 1 1/2" 45° C 7/8" 2" 1" C 3/8" 1 3/4" 143° 4" 3/8" C 3 1/2" 12"5 1/2" C 5 1/8" 12" 5 1/2"1 3/4" C 5 1/8" 24" 5 1/2"1 3/4" C 3 1/2" 5" 3/4" 1"143° 12 23 4 22 1 13 3 18 2 8 16 7 9 17 15 6 10 20 5 14 21 1/2" 1/2" 6 - UNIVERSAL SIDEWALL C 31/2" 4" 1" 7/8" 11 I (7 I ] LJ (> C:J~/A [~== [ ~ ?/ 1 ] I I I © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 10 CLASSIC RIB®POST FRAME FLASHING PROFILES 7 - MINI ANGLE 8 - INSIDE CORNER 9 - POST TRIM 10 - TOP MOUNT TRACK COVER 10 - NATIONAL TRACK COVER 10 - CANNONBALL TRACK COVER 12 - RAKE TRIM 13 - OUTSIDE CORNER 14 - OVERHEAD DOOR TRIM C 11/2" 11/2" C 1" 4" 4" C 91/4" 11/2" C 21/4" 21/2" 31/2"13/4" 1/2" 17/8"41/2" 35/8"C 13/8" 5/8" 147° C 13/8" 3/4" 15/16" 67/8" 111 /16" 147° 23/4" C 23/8" 3/8" 1/2" 5/8" C 4" 4" 1" C 7/8" 17/8" 3/4" 77/8" C 17/8" 91/4" or 71/4" 15/8" 11/2" 11 - GABLE TRIM 7/8" 21/2" 1/2" C 15 - DOOR JAMB 16 - DRIP CAP 4" 5/8" 51/4" C 11/16" 5/8" L L____________,◊ [ L____________,- ] © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 11 CLASSIC RIB®POST FRAME FLASHING PROFILES 18 - FRAMING CLOSURE 21 - EAVE MOLDING 22 - DOUBLE ANGLE 17 - DOOR POST TRIM 20 - TRANSLUCENT PANEL 23 - WIDE Z-METAL 24 - UNIVERSAL GAMBREL 31/4" C 2" 3/4" See P a n e l P r o f i l e For D i m e n s i o n s LENGTHS: 8'-0",10'-0",12'-0" 11/8"C7/8" 5/8" 11/4" C 11/2"23/4" 1/4" C 41/4" 31/2" 1/4" 120° 25 - RAKE / EAVE TRIM 26 - 3/8" F & J-CHANNEL C 23/4" 3/8" 1" 11/4" C 21/4" 3/4" 1" 11/4" 41/8" C 31/2" 3/4" 105° 130° 13/16" 11/4" 11/2" 55/8" 35/8" C 26 - 3/4" F & J-CHANNEL 15/8" 23/4" 1/2"3/8" Hem 1 1 © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 12 CLASSIC RIB®RESIDENTIAL FLASHING PROFILES 1 - RIDGE / HIP COVER 2 - GABLE TRIM 3 - EAVE TRIM 4 - UNIVERSAL ENDWALL 10"C C 1 1/2" 1" 5/8" C 3 7/8" 3" 5 1/2" 4" 5/8" 51/4" C 11/16" 5/8" C 3 1/2" 4" 7/8" 1" 4 - PITCH BREAK 5 - UNIVERSAL SIDEWALL 6 - VALLEY C 1" C 4" 9 1/2" 6" C 31/2" 4" 1" 7/8" 1 1 6 3 254 1 - 13" STEP RIDGE / HIP COVER Specify Angle r © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 13 CLASSIC RIB®ACCESSORY PROFILES MINI (1/4" TO 11/8" O.D. PIPE) #2 (13/4" TO 3" O.D. PIPE) #4 (3" TO 6" O.D. PIPE) #6 (6" TO 9" O.D. PIPE) #8 (7" TO 13" O.D. PIPE) 10.3 oz. CARTRIDGE URETHANE VERSA VENT TAPE SEALANT TUBE SEALANT RUBBER ROOF JACK TOUCH-UP PAINT CLASSIC RIB CLOSURES UNIVERSAL CLOSURE 3/8" X 3/32" X 50' SINGLE BEAD BUTYL - GRAY 1" x 3'-0" POLYETHYLENE FOAM 1" x 1 1/2" x 50'-0" 1" x 1 1/2" x 10'-0" MS-HT UNDERLAYMENT OUTSIDE INSIDE e e e e • © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 14 CLASSIC RIB® It is the responsibility of the installer to unload material from the delivery truck. The installer shall be responsible for providing suitable equipment for unloading of material from the delivery. After receiving material, check the condition of the material, and review the shipment against the shipping list to ensure all materials are accounted for. If damages or shortages are discovered, it should be noted on the Bill of Lading at the time of delivery. A claim should be made against the carrier as soon as possible. Metal Sales is not responsible for any damages or shortages unless they are documented in writing and presented to Metal Sales within 48 hours. Each bundle should be handled carefully to avoid being damaged. Care should be taken to prevent bending of the panel or abrasion to finish. Whenever possible, the bundle should remain crated until it is located in its place of stor- age. If bundles must be opened, we recommend you re-crate them before lifting. To avoid damage please lift the bundle at its center of gravity. Forklift - A forklift may be used for panels up to 20'-0" long. Please make sure the forks are at their maximum separation. Do not transport open bundles. When transporting bundles across rough terrain, or over a longer distance, some means of supporting the panel load must be used. Crane - A crane should be used when lifting panels with lengths greater than 20'-0". Please be sure to utilize a spreader bar to ensure the even distribution of the weight to the pick up points. As a rule when lifting panels, no more than 1/3 of the length of the panel should be left unsupported. Never use wire rope because this will damage the panels. HANDLING MATERIAL RECEIVING MATERIAL GENERAL HANDLING MECHANICAL HANDLING CAUTION Improper loading and unloading of bundles and crates may result in bodily harm and/or material damage. Metal Sales is not responsible for bodily injuries and/or material damages resulting from improper loading and unloading. © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 15 CLASSIC RIB® When handling painted steel, care should be taken to prevent scratching of material. Clean gloves should be worn at all times to prevent a reaction with salts found on bare skin. Installers should wear rubber sole shoes to keep from scuffing material while walking on the roof. Handling of individual panels should be done carefully and properly to avoid bending or damaging. Panels should be carried by grasping the edge of the panel so that the panel is vertical to the ground. The panel should not be carried horizontal to the ground as this could cause the panel to buckle or bend in the center. Normally, individual panels can be handled by people placed every 6'-0" to 8'-0" along the length of the panel. INCORRECT MANUAL HANDLING CORRECT 6' - 8' MAX HANDLING MATERIAL (cont.) © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 16 CLASSIC RIB® PANELS TARP Please inspect panels for moisture accumulation. If moisture has formed, the panels should be unbundled, wiped dry, and allowed to dry completely. Once dry, carefully re-stack the panels and loosely recover allowing for ample air circulation.Bundled sheets should be stored high enough off of the ground to allow for air circulation and prevent contact with accumulating water. Elevate one end of the bundle to allow any moisture to run off the panels. Metal Sales recommends covering the bundle with a tarp. Do not use tight fitting plastic-type tarps as panel bundle covers. While they may provide protection from heavy downpours, they can also retard necessary ventilation and trap heat and moisture that may accelerate metal corrosion. If panels are to be stored in possible bad weather, we suggest they be stored inside. Extended storage of panels in a bundle is not recommended. Under no circumstances should the panels be stored near or come in contact with salt water, corrosive chemicals, ash or fumes generated or released inside the building or nearby plants, foundries, plating works, kilns, fertilizer and wet or green lumber. STORAGEGENERAL ELEVATE END OF BUNDLE Care of metal panels and flashings must be exercised throughout erection. Foot traffic can cause distortion of panel and damage to finish. Traffic over the installed system must be kept to an absolute minimum. Installers should wear rubber sole shoes to keep from scuffing material while walking on the roof. When walking on the roof panels is unavoidable, walk only in the flats of the panel. Walking on the ribs can cause damage to the panels. FOOT TRAFFIC PANEL COVER SHEET PANEL COVER SHEET TARP Standard required tools for field installation include: • Screw Guns • Magnetic Bits • Metal Nibbler or Shear • Tin Snips • Tape Measure • Hammer • Chalk Line • Drill with bits • Pop Rivet Gun REQUIRED TOOLS • Safety Goggles • Gloves • Ear Plugs • Fall Protection ~r - - - - - ~ - - f=I ~ [ 2 J © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 17 CLASSIC RIB®DESIGN / INSTALLATION CONSIDERATIONSMetal Sales’ panels are designed to be installed over open framing and/or directly over a wood substrate (minimum 5/8”) with 30# felt moisture barrier (or an Ice and Water Shield when required by Local Building Codes). Always check with local building codes prior to all installations for any additional requirements that may be specific to your area.Galvanized and Galvalume panels should not be in contact with, or subject to, water runoff from copper, lead or uncoated steel materials. Condensate water from air conditioning units typically contains dissolved copper. This condensate should be discharged through a plastic pipe extended beyond the edge of the roof. GENERAL CONDITION OF SUBSTRUCTURE The roof should be inspected for any trapped moisture or structural damage such as bowing or sagging rafters and warped or loose roof purlins or solid decking. These areas should be repaired prior to installing new metal panels. Prior to installation, make sure there are no nails or fasteners protruding from the roof framing or wood substrate which could damage the panels and impede the installation process. When installed, panel distortion may occur if not applied over properly aligned and uniform substructure. Whether installing over new or existing roof, the installer should check the roof deck for squareness before installing panels. Several methods can be used to verify squareness of the structure for proper installation of the panels. METHOD “A” - One method for checking the roof for squareness is to measure diagonally across one slope of the roof from similar points at the ridge and eave and obtain the same dimension. METHOD “B” - The 3-4-5 triangle system may also be used. To use this system, measure a point from the corner along the edge of the roof at a module of three (3). Measure a point from the same corner along another edge at a module of four (4). By measuring diagonally between the two points established, the dimension should be exactly a module of five (5) to have a square corner. Multiple uses of this system may be required to determine building squareness. If the endwall cannot be made square, the roof system cannot be installed as shown in these instructions. METHOD A METHOD B 10 10 4 3 5 ~ - - - - - f= © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 18 CLASSIC RIB® Tin snips or a "nibbler" type electric tool are recommended for field cutting metal panels. Cutting the steel generates slivers or metal chips. These slivers and metal chips must be immediately removed from the panels because they will damage the finish and shorten the life of the product. One method of preventing this problem is to flip the panels over when cutting. This allows the slivers and metal chips to be brushed from the back side and avoids damaging the paint on the top side of the panels. When cutting metal panels and flashings, goggles must be worn for eye protection. CAUTION All product surfaces should be free of debris at all times. Installed surfaces should be wiped clean at the end of each work period. Never cut panels over metal surfaces. Metal shavings will rust on the surface, voiding the warranty. All painted panels and flashings have a factory applied baked on finish. Handling and installing panels may result in some small scratches or nicks to the paint finish. Touch-up paint is available in matching colors from Metal Sales. It is recom- mended that a small brush be used to apply touch-up paint to those areas that are in need of repair. Touch-up paint does not have the superior chalk and fade resistance of the factory applied paint finish and will normally discolor at an accelerated rate. Aerosol paint should not be used because of the overspray that may occur. FIELD CUTTING AND TOUCH-UP TOUCH-UP PAINT FIELD CUTTING TOUCH-UP PAINT SPRAY PAINT Proper design and installation of vapor barriers and ventilation systems are important to prevent condensation and the result- ing problems of moisture damage and loss of insulation efficiency. Condensation occurs when moisture laden air comes in contact with a surface temperature equal to or below the dew point of the air. This phenomenon creates problems that are not unique with metal buildings; these problems are common to all types of construction. The underside of the metal roof on a typical metal building (no attic) should be protected from condensation by insulating with a faced insulation. This should reduce the potential of condensation forming on the underside of the panels. On buildings that have an attic space or are being retrofitted with a metal roofing system, vents should be placed at both the eave and peak of the roof in order to prevent a buildup of moisture (humidity) in the attic space. VENTILATION BUILDING WITHOUT ATTIC BUILDING WITH ATTIC VENT WALL VENTS OR OPENINGS VENT ATTIC INSULATION VENT AT EAVE © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 19 CLASSIC RIB®PANCAKE HEAD WOODSCREW SIZE TYPE FINISH APPLICATION #10-12 x 1" A Plated Panel or Flashing to wood substructure FASTENER SELECTION GUIDEPOP RIVET SIZE TYPE FINISH APPLICATION 1/8" x 3/8" A Unpainted Flashing to Panel, Flashing to Flashing 1/8" x 3/8" A Painted Flashing to Panel, Flashing to Flashing #10-14 x 1" A Painted Panel or Flashing #10-14 x 11/2" A Painted to wood substructure #10-14 x 2" A Painted WOODSCREW SIZE TYPE FINISH APPLICATION 1/4"- 14 x 7/8" Stitch Painted Flashing to Panel, Flashing to Flashing, Panel Sidelap STITCH SCREW SIZE TYPE FINISH APPLICATION 5'-0" M I N I M U M Length - Minimum factory cut length is 5'-0" on panels. Panels over 45'-0" require additional consideration in packaging, shipping and erection. Please consult Metal Sales for recommendations. There are two critical measurements involving metal panels: the length of panel overhang required at the eave, and the peak end. In each case a certain measurement is required. Check each measurement to ensure panel placement gives you the dis- tance required at the eave, and peak condition. In most cases any variance can be taken out at the eave or peak ends. PANEL i © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 20 CLASSIC RIB®} As shown below with the number designations, install panel against the prevailing wind. Installing Wall Panels first then Roof Panels} To minimize corrosion, siding panels should not be installed all the way to the ground.} Siding panels should lap over the foundations or splash boards at least three inches.} Make sure panels are square and plumb, to assure straight and proper alignment of the entire row of panels.} For areas with high wind considerations, closer fastener spacing may be required. } It is necessary to attach a temporary guide to the foundation to use as an alignment guide when installing siding panels. } Anti-Siphon groove side of panel must be overlapped with the non siphon groove side of the adjacent panel (if applicable) } When endlapping panels: at the side laps, both of the ridge panels must overlap both eave panels. } At Endlaps apply Tape Sealant across the full width of the upper end of the eave panels. INSTALLATION OVERVIEWINSTALLATION OVERVIEW Prev a i l i n g W i n d s ANGLE BASE DETAIL (SEE PAGE 25) CORNER DETAIL (SEE PAGE 23) EAVE DETAIL (SEE PAGE 25) GABLE DETAIL (SEE PAGE 24) RIDGE DETAIL (SEE PAGE 23) 1 PANEL ENDLAP (SEE PAGE 22) 3 5 2 4 J-CHANNEL (SEE PAGE 27)1 32 NOTE: Panel 2 will overlap Panel 1 by the order of installation. Panel 2 must also overlap Panel 3 after it is installed. During installation of Panel 3 lift up the lower edge of Panel 2 at tuck Panel 3 under it before installing Panel 4. This installation will be the same throughout the length of the endlapped panels. ~ - - - - - f= © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 21 CLASSIC RIB® 1. Apply a row of Tape Sealant across the top leg of the Eave Molding along the width of the building. 2. Align and place Inside Closures over the Tape Sealant. It is critical that Inside Closures are square to building as this will control the alignment of the panels. (See page 17 to check building square). 3. Apply a row of Tape Sealant across the top of the Inside Closure (Not shown for clarity). POST FRAME PANEL INSTALLATION NOTE: -Eave Molding, Gutter and Valley Flashings must first be installed before panel installation can begin. -Panels can be installed going from either left to right or right to left / looking from eave to peak. INSTALLING FIRST PANEL INSTALLING INSIDE CLOSURES 1. Install the first panel over the Inside Closure allowing desired overhang. Make sure the panel is square to the eave and rake. 2. Fasten through panel, closure and sealants into decking with appropriate amount of fasteners to meet local building code. (See fastening patterns on page 6). Fasteners must penetrate closure and sealant. 3. After securing panel at eave, repeat the fastening pattern at all panel support locations. STEP 1 STEP 2 FASTENER INSIDE CLOSURE w/ TAPE SEALANT TAPE SEALANT INSIDE CLOSURE ROOF PANEL © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 22 CLASSIC RIB®POST FRAME PANEL INSTALLATION FIRST PANEL INSTALLED 1. Apply a row of Tape Sealant across and over the ribs of the eave panel about 3" from panel end. 2. Install the ridge panel over the eave panel and Tape Sealant with a 6" Endlap. Fasten through both panels and Tape Sealant into support with appropriate amount of fasteners to meet local building code. (See fastening patterns on page 6). Fasteners must penetrate sealant. 3. After securing panel, repeat the fastening pattern at all panel support locations. INSTALLING SIDELAP PANEL 1. Place the lapping seam of the second panel on top of previously installed panel so that panel ends are flush at eave (See below). 2. Fasten through panel, closure, and Tape Sealant into support with appropriate amount of fasteners to meet local building code. (See fastening patterns on page 6). Fasteners must penetrate closure and sealant. 3. After securing panel, repeat the fastening pattern at all panel support locations. STEP 3 STEP 4 INSTALLING ENDLAP PANEL RIDGE PANEL EAVE PANEL TAPE SEALANT FASTENER INSIDE CLOSURE EAVE FLASHING 6" LAP (IF REQUIRED) Anti-Siphon Groove Side Lap Fastener (for roof only) Panel FastenerClassic Rib Panel STITCH SCREW Note: when endlapping multiple panels: at the side laps, both the ridge panels must overlap both eave panels. ( T i ( ~ © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 23 CLASSIC RIB®POST FRAME BUILDING DETAILS14" UNIVERSAL RIDGE DETAIL INSIDE CORNER DETAILOUTSIDE CORNER DETAIL ROOF PANELSTITCH SCREW(EVERY RIB*)OUTSIDE CLOSURE FASTENER TAPE SEALANT 14" OR 20" UNIVERSALRIDGE WALL PANEL OUTSIDE CORNER FASTENER TAPE SEALANT FASTENER TAPE SEALANT STITCH SCREW (1'-0" O.C.) WALL PANEL STITCH SCREW (1'-0" O.C.) INSIDE CORNER LOW PROFILE RIDGE VENT DETAIL RIDGE VENT RIDGE / HIP COVER FASTENER (EVERY RIB*) * FASTENER SPACING TO BE 8" - 12" O.C.* FASTENER SPACING TO BE 8" - 12" O.C. ~ f= [ > \ © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 24 CLASSIC RIB®POST FRAME BUILDING DETAILSGABLE TRIM DETAIL RAKE TRIM DETAIL UNIVERSAL SIDEWALL DETAIL UNIVERSAL ENDWALL DETAIL ROOF PANEL STITCH SCREW (EVERY RIB*) OUTSIDE CLOSURE TAPE SEALANT TAPE SEALANT FASTENER GABLE TRIM ROOF PANEL STITCH SCREW (EVERY RIB*) OUTSIDE CLOSURE STITCH SCREW(1'-0" O.C.)TAPE SEALANT TAPE SEALANT FASTENER RAKE TRIM WALL PANEL ROOF PANEL INSIDE CLOSURE FASTENER TAPE SEALANT UNIVERSAL SIDEWALL STITCH SCREW (EVERY RIB*) INSIDE CLOSURE FASTENER TAPE SEALANT UNIVERSAL ENDWALL OUTSIDE CLOSURE WALL PANEL STITCH SCREW (1'-0" O.C.) ROOF PANEL STITCH SCREW(1'-0" O.C.) * FASTENER SPACING TO BE 8" - 12" O.C. * FASTENER SPACING TO BE 8" - 12" O.C.* FASTENER SPACING TO BE 8" - 12" O.C. ~~ - - - - r - - - - t= I © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 25 CLASSIC RIB®POST FRAME BUILDING DETAILS EAVE MOLDING DETAIL UNIVERSAL GAMBREL DETAIL ANGLE BASE DETAIL DOUBLE ANGLE DETAIL ROOF PANEL INSIDE CLOSURE FASTENER TAPE SEALANT EAVE MOLDING STITCH SCREW (EVERY RIB*) OUTSIDE CLOSURE WALL PANEL ROOF PANEL INSIDE CLOSURE FASTENER TAPE SEALANT UNIVERSAL GAMBREL STITCH SCREW (EVERY RIB*) OUTSIDE CLOSURE ROOF PANEL FASTENER WALL PANEL INSIDE CLOSURE TAPE SEALANT FASTENER ANGLE BASE * FASTENER SPACING TO BE 8" - 12" O.C.* FASTENER SPACING TO BE 8" - 12" O.C. WALL PANEL INSIDE CLOSURE TAPE SEALANT FASTENER DOUBLE ANGLE WALL PANEL INSIDE CLOSURE © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 26 CLASSIC RIB®POST FRAME BUILDING DETAILSDRIP CAP DETAIL BASE MOLDING DETAIL CANNONBALL TRACK COVER DETAIL NATIONAL TRACK COVER DETAIL WALL PANELFASTENER INSIDE CLOSURE TAPE SEALANT DRIP CAP POST TRIM WALK THROUGH DOOR WALL PANEL FASTENER INSIDE CLOSURE TAPE SEALANT BASE MOLDING WALL PANEL FASTENER INSIDE CLOSURE TAPE SEALANT CANNONBALL TRACK COVER SLIDING DOOR WALL PANEL FASTENER INSIDE CLOSURE TAPE SEALANT NATIONAL TRACK COVER METAL SIDING ON DOOR ~r - - - - - - r - - - t= I © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 27 CLASSIC RIB®POST FRAME BUILDING DETAILS DOOR JAMB DETAIL MINI-ANGLE / U-FLASHING DETAIL POST TRIM DETAIL DOOR POST TRIM DETAIL FASTENER DOOR JAMB FASTENER WALL PANEL OVERHEAD DOOR FASTENER J-CHANNEL FASTENER WALL PANEL MINI-ANGLE FASTENER POST TRIM FASTENER OVERHEAD DOOR J-CHANNEL FASTENER DOOR POST TRIM FASTENER OVERHEAD DOOR WALL PANEL © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 28 CLASSIC RIB®POST FRAME BUILDING DETAILS OVERHEAD DOOR TRIM DETAIL SOFFIT DETAIL 12" SOFFIT DETAIL 24" SOFFIT DETAIL TAPE SEALANT FASTENER WALL PANEL OVERHEAD DOOR TRIM INSIDE CLOSURE FASTENER FASTENER WALL PANEL OVERHEAD DOOR TRIM ROOF PANEL INSIDE CLOSURE WALL PANEL ROOF PANEL INSIDE CLOSURE FASTENER J-CHANNEL FASTENER WALL PANEL FASTENER 12" SOFFIT 24" SOFFIT FASTENER J-CHANNEL FASTENER WALL PANEL TAPE SEALANT INSIDE CLOSURE * FASTENER SPACING TO BE 8" - 12" O.C. FASTENER SOFFIT © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 29 CLASSIC RIB®INSTALLATION OVERVIEW} As shown below with the number designations, install panel against the prevailing wind.} Make sure panels are square and plumb, to assure straight and proper alignment of the entire row of panels.} For areas with high wind considerations, closer fastener spacing may be required.} It is necessary to attach a temporary guide to the foundation to use as an alignment guide when installing siding panels.} Anti-Siphon groove side of panel must be overlapped with the non-siphon groove side of the adjacent panel (if applicable).INSTALLATION OVERVIEW 1 2 43 VALLEY DETAIL (SEE PAGE 33) RIDGE DETAIL (SEE PAGE 32) EAVE / GUTTER DETAIL (SEE PAGE 33) CHIMNEY DETAIL (SEE PAGE 34) ROOF PENETRATION (SEE PAGE 34) HIP DETAIL (SEE PAGE 32) GABLE DETAIL (SEE PAGE 32) Prev a i l i n g W i n d s ~ - - - - - f= \ © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 30 CLASSIC RIB®RESIDENTIAL PANEL INSTALLATION INSTALLING FIRST PANEL INSTALLING INSIDE CLOSURES INSTALLING PANEL CLIP STEP 1 STEP 2 FASTENER INSIDE CLOSURE w/ TAPE SEALANT TAPE SEALANT INSIDE CLOSURE ROOF PANEL 1. Apply a row of Tape Sealant across the top leg of the Eave Molding along the width of the building. 2. Align and place Inside Closures over the Tape Sealant. It is critical that Inside Closures are square to building as this will control the alignment of the panels. (See page 17 to check building square). 3. Apply a row of Tape Sealant across the top of the Inside Closure (not shown for clarity). 1. Install the first panel over the Inside Closure to allow for desired overhang. Make sure the panel is square to the eave and rake. 2. Fasten through panel, closure and sealants into decking with appropriate amount of fasteners to meet local building code. (See fastening patterns on page 6). Fasteners must penetrate closure and sealant. 3. After securing panel at eave, repeat the fastening pattern at the appropriate spacing to meet local building codes. NOTE: -Eave Molding, Gutter and Valley Flashings must first be installed before panel installation can begin. -Panels can be installed going from either letf to right or right to left / looking from eave to peak. © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 31 CLASSIC RIB®RESIDENTIAL PANEL INSTALLATION FIRST PANEL INSTALLED INSTALLING SECOND EAVE PANEL STEP3 STEP 4 INSTALLING SECOND PANEL STITCH SCREW RIDGE PANEL EAVE PANELTAPE SEALANT FASTENER INSIDE CLOSURE FASTENER 1. Apply a row of Tape Sealant across and over the ribs of the first panel about 3" from panel end.2. Install the second panel over the first panel and Tape Sealant with a 6" Endlap. Fasten through both panels and Tape Sealant into support with appropriate amount of fasteners to meet local building code. (See fastening patterns on page 6). Fasteners must penetrate sealant.3. After securing panel at eave, repeat the fastening pattern at the appropriate spacing to meet local building codes. 1. Place the lapping seam of the second panel on top of previously installed panel so that panel ends are flush at eave (See below). 2. Fasten through panel, closure and Tape Sealant into support with appropriate amount of fasteners to meet local building code. (See fastening patterns on page 6). Fasteners must penetrate closure and sealant. 3. After securing panel at eave, repeat the fastening pattern at the appropriate spacing to meet local building codes. 6" Anti-Siphon Groove Side Lap Fastener (for roof only) Panel FastenerClassic Rib Panel ~ I f= ~ 1 , , , ' < ► . ~ i ) © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 32 CLASSIC RIB®RESIDENTIAL DETAILS 14" UNIVERSAL RIDGE DETAIL RIDGE / HIP COVER DETAIL VENTED RIDGE DETAIL GABLE TRIM DETAIL OUTSIDE CLOSURE STITCH SCREW (EVERY RIB*) ROOF PANEL MOISTURE BARRIER TAPE SEALANT FASTENER 14" UNIVERSAL RIDGE OUTSIDE CLOSURE (RDG) UNIVERSAL CLOSURE (HIP) STITCH SCREW (EVERY RIB*) ROOF PANEL MOISTURE BARRIER TAPE SEALANT FASTENER RIDGE / HIP COVER STITCH SCREW (EVERY RIB*) ROOF PANEL MOISTURE BARRIER COBRA RIDGE VENT 13" STEP RIDGE COVER TAPE SEALANT ROOF PANEL TAPE SEALANT MOISTURE BARRIER GABLE TRIM FASTENER OUTSIDE CLOSURE STITCH SCREW (EVERY RIB*) TAPE SEALANT STITCH SCREW (1'-0" O.C.) * FASTENER SPACING TO BE 8" - 12" O.C.* FASTENER SPACING TO BE 8" - 12" O.C. * FASTENER SPACING TO BE 8" - 12" O.C.* FASTENER SPACING TO BE 8" - 12" O.C. © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 33 CLASSIC RIB®RESIDENTIAL DETAILSEAVE DETAIL GUTTER DETAIL VALLEY DETAIL PITCH BREAK DETAIL FASTENERROOF PANEL TAPE SEALANT MOISTURE BARRIER EAVE TRIM INSIDE CLOSURE FASTENER (1'-0" O.C.) FASTENER ROOF PANELTAPE SEALANTMOISTURE BARRIER GUTTER (BY OTHERS) INSIDE CLOSURE DRIP EDGE (BY OTHERS) PANCAKE HEAD SCREW (1'-0" O.C.) ROOF PANEL TAPE SEALANT MOISTUREBARRIER VALLEY UNIVERSAL CLOSURE FASTENER STITCH SCREW (EVERY RIB*) WALL PANEL TAPE SEALANT MOISTURE BARRIER PITCH BREAK OUTSIDE CLOSURE ROOF PANEL FASTENER * FASTENER SPACING TO BE 8" - 12" O.C. FASTENER ~ r - - - ~ - - t= I © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 34 CLASSIC RIB®RESIDENTIAL DETAILSCHIMNEY / CRICKET DETAIL ROOF PENETRATION DETAIL TAPE SEALANT FASTENER RUBBER ROOF JACK VENT PIPE ROOF PANEL MINI (1/4" TO 11/8" O.D. PIPE) #2 (13/4" TO 3" O.D. PIPE) #4 (3" TO 6" O.D. PIPE) #6 (6" TO 9" O.D. PIPE) #8 (7" TO 13" O.D. PIPE) AVAILABLE SIZES CHIMNEYRIDGE / HIPCOVER ROOF PANEL SIDEWALL (FIELD CUT AND BEND) ENDWALL (FIELD CUT AND BEND) ROOF PANEL SL O P E FIELD FABRICATE FLAT SHEET TO FIT PLYWOOD CRICKET UNIVERSAL SIDEWALL UNIVERSAL ENDWALL ~ f= © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 35 CLASSIC RIB® Though factory applied prepainted finishes are very durable and will last many years, eventually it may be desirable to thoroughly clean or repaint them. Dirt pickup may cause apparent discoloration of the paint when it has been exposed in some dirt-laden environments for long periods of time. In areas of strong sunlight, slight chalking may cause some change in appearance. A good cleaning will often restore the appearance of these buildings and render repainting unnecessary. An occasional light cleaning will help maintain a good appearance. In many cases, simply washing the building with plain water using a hose or pressure sprayer will be adequate. In areas where heavy dirt deposits dull the surface, a cloth or soft bristle brush and solution of water and detergent (1/3 cup of laundry detergent per gallon of water for example) may be used. This should be followed by an adequate rinse of water. Do not use wire brushes, abrasives, or cleaning tools which will damage the coating surface. Mildew may occur in areas subject to high humidity but is not normally a problem due to the high inherent mildew resistance of the baked finish that is used. To remove mildew along with the dirt, the following solution is recommended. 1/3 cup detergent (Tide® or equivalent) 2/3 cup trisodium phosphate (Solex® or equivalent) 1 quart of 5% sodium hypochlorite solution (Clorox® or equivalent) 3 quarts of water Strong solvents and abrasive type cleaners should be avoided. Most organic solvents are flammable and toxic and must be handled accordingly. When using a solvent, consult maintenance professionals and label instructions for proper handling and disposal of washings. If required, a mild solvent such as mineral spirits can be used to remove caulking compounds, oil, grease, tars, wax, and similar substances. Use a cloth dampened with mineral spirits and apply only to areas which are contaminated. Follow up the use of this mild solvent with detergent cleaning and rinsing. CARE AND MAINTENANCE DO NOT USE A WIRE BRUSH HOSE OR PRESSURE SPRAY FOR ADEQUATE CLEANING USE MILD DETERGENT AND WATER FOR HEAVY DIRT DEPOSITS rr.a © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 36 CLASSIC RIB®NOTES ~TITTffi T m r n m T T T T T T T T T T T T T T T T T - - - , - - - , - - - , - - t= I I I I © Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 8/19 37 CLASSIC RIB®NOTES ~TmTI T T T I T T I T T T f f i T T T T T l T T T T T T T T ~ r= I I I I Roof Opening Hanger connections Filler on back sideWeb filler Web stiffener required (see Web Stiffener details) Filler block K1 Web filler Install header plumb NOTES: 1. Minimum pitch: 1/4" per foot (1/4:12). Maximum pitch: 12" per foot (12:12). 2. Verify capacity and fastening requirements of hangers and connectors. 3. Some wind or seismic loads may require different or additional details and connections. Uplift anchors may be required. 4. 4" diameter hole(s) may be cut in blocking for ventilation. 5. Lateral resistance shall be provided. Other methods of restraint, such as full depth LP SolidStart OSB Rim Board, LP SolidStart LVL, LP SolidStart LSL or metal X-bracing may be substituted for the LPI blocking shown. Overhang Web fillers required both sides of I-Joist 2'-0" max. 8d nails at 6" oc 1" from edge LPI blocking5 4'-0" m i n . 8d or 10d box toe-nail to plate 2 x4 cut to fit H5 Beveled plate Outrigger 8d nails staggered at 6" oc 2 x 4 filler Gable end Maximum overhang same as rafter spacing (2'-0" max.) K2 Ladder Rafter Connection with Fitted OSB Gusset 23/32" x 2'–0" OSB with 8–16d nails each side min. 1/8" gap at top Beveled plate LPI blocking5 Support beam or wall J2Rafter Connection Simpson® LSTA24, USP® LSTI-22 strap (or equal) Beveled plateLPI blocking5 Support beam or wall J1 Ridge Rafter Connection Simpson® LSTA24, USP® LSTI-22 strap (or equal) for pitch over 7:12 Web filler required each side Simpson® LSSU, USP® TMU (or equal) hanger Structural beam J3 Header Connection Header Simpson® LSTA24, USP® LSTI-22 strap (or equal) for pitch over 7:12 Web filler required each side Simpson® LSSU, USP® TMU (or equal) hanger J4 Beveled Plate 2 x beveled plate Simpson® VPA, USP® TMP (or equal) connector may be substituted for beveled plate LPI blocking5 H2 Overhang 2 x 4 filler 8d nails at 6" oc staggered and clinched 2 x 4 cut to fit both sides 2'-0" max. 4'-0" m i n LPI blocking5 H4 Beveled web stiffenersrequired both sides Don’t cut beyond inside face of bearing LPI blocking5 Cut to fit tight to wall plate Bird’s Mouth (lower bearing only) H1 2'-0" m a x . 2'-0" m a x . Beveled plate Flat Soffit (Fascia support)8d nails at 6" oc clinchedLPI blocking5 H3 2 x 4 cut to fit Roof Details Handling & Installation Recommendations LP® SolidStart® I-Joists, LP SolidStart LVL & LP SolidStart LSL Note: For specific strength and span information, please consult specific product brochures. For applications with I-Joist depths over 16, " please consult the Light-Frame Commercial and Multifamily Construction Tech Guide. Important Notes These instructions are offered as a guide to good practice in the handling, storage and installation of LP® SolidStart® I-Joists, LP SolidStart LVL & LP SolidStart LSL beams. They are, however, solely general recommendations and, in some instances, other or additional precautions may be desirable. In all cases, the procedures used should be as specified by the architect/engineer responsible for the entire building. • This is not intended as a manual for selecting products and assumes that components and details have been specified correctly. • Consult the LP SolidStart I-Joist, LP SolidStart LVL & LP SolidStart LSL brochures or contact your LP SolidStart products distributor for assistance. • All rim joists, blocking, connections and temporary bracing must be installed before erectors are allowed on the structure. • No loads other than the weight of the erectors are to be imposed on the structure before it is permanently sheathed. • After sheathing, do not overload joists with construction materials exceeding design loads. • LP SolidStart I-Joists, LP SolidStart LVL & LP SolidStart LSL beams must be used under dry, covered and well-ventilated interior conditions in which the equilibrated moisture content in lumber will not exceed 16% (US) or does not exceed a yearly average of 15% and does not exceed 19% at any time (CN). WARNING: Failure to follow proper procedures for handling, storage and installation could result in unsatisfactory performance, unsafe structures and possible collapse. • Keep LP SolidStart I-Joists, LP SolidStart LVL & LP SolidStart LSL beams dry. • Unload products carefully by lifting. Support the bundles to reduce excessive bowing. Individual products should be handled in a manner which prevents physical damage during measuring, cutting, erection, etc. I-Joists should be handled vertically and not flatwise. • Keep stored in wrapped and strapped bundles, stacked no more than 10' high. Support and separate bundles with 2 x 4 (or larger) stickers spaced no more than 10' apart. Keep stickers in line vertically. • Product must not be stored in contact with the ground, or have prolonged exposure to the weather. • Use forklifts and cranes carefully to avoid damaging product. • Do not use visually damaged product. Call your local LP SolidStart Engineered Wood Products distributor for assistance when damaged products are encountered. WARNING The following conditions are NOT permitted! Do not use visually damaged products without first checking with your local LP SolidStart Engineered Wood Products distributor or sales office. DON’T support I-Joist on web. R8 Roof Layout (typical) TEMPORARY BRACING • Use at least 1x4 temporary bracing members nailed to each I-Joist with two 8d nails. • Keep the main runs parallel and no more than 8'-0" apart. • Use long pieces, not short blocks; lap the ends to keep a continuous line of bracing. • To prevent endwise movement of the continuous 1 x 4 lines of bracing, anchor them at the ends and at 25'-0" intervals into a stable end wall or an area braced by sheathing or diagonal bracing. • Remember, the continuous 1 x 4 bracing is not effective unless attached to the braced area. • Use particular care removing temporary bracing when applying sheathing. Remove the bracing as the sheathing is attached. NOTES FOR ROOF LAYOUT: • I-Joists used as rafters must be supported laterally at all bearings and the ends of cantilevers. • Any fastening of member not detailed, such as uplift or seismic anchor, is subject to local approval and may require additional details and connections. • Minimum pitch: 1/4" per foot (1/4:12). Maximum pitch: 12" per foot (12:12). • Verify capacity and fastening of hangers and connections. Hanger connections LPI or blocking panels Rafter connections Connection of plies Post-beam connection Rafter seat details Roof header Overhang details WARNING: Temporary construction bracing is required for lateral support before decking is completed. Failure to use bracing could result in serious injury or death. Handling & Storage LPEW0456 5/19 PAGE 1 of 4 LP Sol idStart® ■----------, ■----------i ■----------i ENGINEERED WOOD ■ ■ Hard, dry, 1 ... 1 surfaca ■ ■ ■ ■ Floor Details Post Loads Squash blocks (cripples) required under all post loads D2 Rim BoardA1 A1W Rim Board Web Stiffener Required Fasten rim board to each floor I-Joist using one 8d nail or 10d box nail per flange 8d nails at 6" oc toe-nailed from outside of building Same depth as I-Joist Web stiffener for Detail A1W only Blocking at Exterior WallA3 A3W Blocking at Exterior Wall Web Stiffener Required 8d nails at 6" oc (when used for shear transfer, nail to bearing plate with same nailing schedule for decking) Web stiffener for Detail A3W only Squash Blocks Use double squash blocks as specified. Squash blocks shall be cut 1/16" taller than I-Joist, 2 x 4 min. Bearing wall aligned under wall above Blocking panels may be required with shear wall Stagger 8d or 10d box nails to avoid splitting Toe-nail 8d or 10d box nail to plate B2 A2 Rim Joist A2W Rim Joist Web Stiffener Required Rim joists with flanges wider than 1-3/4" require a minimum 2 x 6 plate Web stiffener for Detail A2W only 8d nails at 6" oc (when used for shear transfer, nail to bearing plate with same nailing schedule for decking) Fasten rim joist to each floor I-Joist with one 10d nail into the end of each flange. Use 16d box nails for rim joists with flanges wider than 1-3/4." Refer to Note 8 As D e s i g n e d * LP Rim Board, LP LVL or LP LSL may be substituted for the LPI blocking APA Rated 23/32" OSB (or equal) closure, or as required by code LPI Blocking* Web stiffener for Detail C1W only Cantilever Detail No Reinforcement C1 Cantilever Detail Web Stiffener Required C1W A4 Solid Blocking at Exterior Wall A4W Solid Blocking at Exterior Wall Web Stiffener Required Same depth as I-Joist 8d nails at 6" oc toe-nailed from outside of building LP LVL, LP LSL or LP Rim Board as blocking Web stiffener for Detail A4W only Double I-Joist ConnectionE5 See I-Joist Header Cross-Section for information on attaching filler blocks Filler block Refer to I-Joist Filler Thickness table for filler block sizes 6" oc 6" ocFloor sheathing to be glued and nailed to flanges of both plies Cantilever Detail Reinforcement One Side Only C2 2'-0" m i n . 2'-0 " m a x . Attach reinforcement to top and bottom flanges with 8d nails at 6" oc. Stagger nails from both sides in C3 to avoid splitting. APA Rated 23/32" OSB (or equal) closure, or as required by code APA Rated 23/32" OSB (or equal) reinforcement 4'-0" long min. LPI blocking (LP Rim Board, LP LVL or LP LSL may be substituted for the LPI blocking) Brick Ledge Cantilever Full Depth Reinforcing C8 23/32" APA Rated OSB or 1" (min.) LP Rim Board reinforcing. 14" and deeper I-Joists also require web fillers both sides (see LPI Residential Technical Guide). Nail or screw reinforcing with three (3) 6d or 8d box nails or #6 x 1-1/2" wood screws into each flange*Reinforcing must be same depth as I-JoistConstruction adhesive is recommended between surfaces. Blocking panels are required at the bearing, but are not shown for clarity.* Note: Pilot holes required when using screws. 6" m a x . 2" min. from I-Joist end 23/32" reinforcing - 12" min. 1" reinforcing - 18" min. Max. 16" deep I-Joist A5 Joist Support Nailing Secure I-Joist to plate with two 8d or 10d box nails. Drive one nail from each side of I-Joist, angled inward. Place nail 1-1/2" min. from end of I-Joist. If nails are close to edge of plate, drive at an angle to reduce splitting Floor Layout (typical) TEMPORARY BRACING • Use at least 1x4 temporary bracing members nailed to each I-Joist with two 8d nails. • Keep the main runs parallel and no more than 8'-0" apart. • Use long pieces, not short blocks; lap the ends to keep a continuous line of bracing. • To prevent endwise movement of the continuous 1 x 4 lines of bracing, anchor them at the ends and at 25'-0" intervals into a stable end wall or an area braced by sheathing or diagonal bracing. • Remember, the continuous 1 x 4 bracing is not effective unless attached to the braced area. • Use particular care removing temporary bracing when applying sheathing. Remove the bracing as the sheathing is attached. NOTES FOR FLOOR LAYOUT: • I-Joists must be supported laterally at all bearings and the ends of cantilevers. • Unless specified, bridging or mid-span blocking is not required; however, it may enhance floor performance if used properly. • Verify capacity and fastening of hangers and connectors. • Some wind or seismic loads may require different or additional details and connections. Hanger connections I-Joists WARNING: Temporary construction bracing is required for lateral support before decking is completed. Failure to use bracing could result in serious injury or death. LPI blocking Squash blocks Hanger connections Cantilever details W1 1/8" min., 1" max. gap1/8" min., 1" max. gap Concentrated load Nails to be equally spaced, staggered and driven alternately from each face 1/8" min., 1" max. gap End support* Interior or Cantilever support* 1/8" min., 1" max. gap * Refer to framing plan for specific support conditions NOTES: 1. Web stiffeners shall be installed in pairs – one to each side of the web. Web stiffeners are always required for the “Bird's Mouth” roof joist bearing detail. 2. Web stiffeners shall be cut to fit between the flanges of the LP SolidStart I-Joist, leaving a minimum 1/8" gap (1" maximum). At bearing locations, the stiffeners shall be installed tight to the bottom flange. At locations of concentrated loads, the stiffeners shall be installed tight to the top flange. 3. Web stiffeners shall be cut from APA Rated OSB (or equal) or from LP SolidStart LVL, LSL or OSB Rim Board. 2x lumber is permissible. Do NOT use 1x lumber as it tends to split. Do NOT build up the required stiffener thickness from multiple pieces. 4. Web stiffeners shall be the same width as the bearing surface, with a minimum of 3-1/2." 5. See Web Stiffener Requirements for minimum stiffener thickness, maximum stiffener height and required nailing. Web Filler/Backer Block: Backer blocks shall be at least 12" long and located behind every supported hanger. For a single I-joist header, install backer blocks to both sides of the web. Two pieces of 2 x 8 (min.) lumber, cut to the proper height (see notes 2 & 3), may be set vertically side-by-side to achieve the required minimum 12" length. Attach backer blocks with 8d nails (use 10d nails for flanges wider than 2-1/2"). Use a minimum of 10 nails spaced to avoid splitting, with half the nails to each side of the center of the supported hanger. Note: Backer blocks may be omitted for top-mount hangers supporting only downward loads not exceeding 250 lbs. Filler Blocks: Install in minimum 4' long sections at each support, centered behind each supported hanger and at no more than 8' oc. Lumber fillers may be stacked to achieve the required depth (see notes 2 & 3). For example, two 4' long 2 x 8’s may be stacked vertically to achieve the filler depth for an 18" deep I-joist (minimum required depth is 18" – 3" – 1" = 14"). Attach filler blocks with 8d nails (10d for flanges wider than 2-1/2") nails spaced 6" oc per row. Use one row of nails in each row of stacked fillers, with a minimum of two rows of nails. Drive every other nail from opposite sides. Web filler (as backer block) Verify web filler/stiffener requirements for hangers Filler block(s) Verify all hanger connections (top-mount hanger shown) NOTES: 1. Backer blocks and filler blocks shall consist of APA Rated wood structural panel (OSB or plywood), 2 x lumber (SPF or better), or LP SolidStart LVL, LSL or OSB Rim Board, with a net thickness equivalent to that shown in the I-Joist Filler Thickness table below. 2. Except as noted in 3, backer blocks and filler blocks shall fit the clear distance between flanges with a gap of at least 1/8," but not more than 1," and shall be of sufficient depth to allow for all hanger nailing into the web. Do not force into place. 3. Backer blocks and filler blocks for double I-joists that are top-loaded only or side-loaded supporting top-mount hangers that do not require nailing into the web, shall be at least 5-1/2" deep for I-joists to 11-7/8" deep, and shall be at least 7-1/4" deep for I-joists 14" and deeper. 4. Install backer blocks tight to top flange for top-loaded joists and for joists supporting top-mount hangers (shown). Install tight to bottom flange for joists supporting face-mount hangers. 5. Clinch nails where possible. 6. For double I-joists, additional nailing may be required to transfer point loads. For additional information, contact your LP SolidStart Engineered Wood Products distributor. I-Joist Header Cross SectionE4 I-JOIST FILLER THICKNESS SERIES FILLER BLOCK WEB FILLER/BACKER BLOCK LPI 18, LPI 20Plus, LPI 32Plus 2-1/8"1" LPI 20FB 1-1/2"23/32" LPI 36 1-7/8"7/8" LPI 42FB 2-1/2”1-1/4” LPI 42Plus, LPI 52Plus, LPI 56 3"1-1/2" LPI 450 1-1/2"23/32" LPI 530 1-3/4"7/8" NOTES: 1. Backer blocks and filler blocks shall consist of APA Rated wood structural panel (OSB or plywood), or 2x lumber (SPF or better). 2. LP LVL, LSL or OSB Rim Board may also be used. 3. Refer to the Notes for the I-Joist Header Cross-Section to the left for details on the required height and length, and nailing of the backer blocks and filler blocks. See Double I-Joist Connection detail Refer to I-Joist Filler Thickness table for web filler (backer block) and filler block sizes WEB STIFFENER REQUIREMENTS SERIES MIN. THICKNESS NAIL SIZE NAIL QTY., MAX. STIFFENER HEIGHT FOR JOIST DEPTHS 9-1/2" 11-7/8" 14" 16" LPI 18, LPI 20Plus, LPI 32Plus, LPI 450, LPI 530 23/32"8d (2-1/2") 3, 6-3/8" 3, 8-3/4" 3, 10-7/8" 3, 12-7/8" LPI 36 23/32"8d (2-1/2")–4, 8-3/4" 5, 10-7/8" 6, 12-7/8" LPI 42Plus, LPI 52Plus 1-1/2" (2 x)10d (3") 3, 6-3/8" 3, 8-3/4" 3, 10-7/8" 3, 12-7/8" LPI 56 1-1/2" (2 x)10d (3")–4, 8-3/4" 5, 10-7/8" 6, 12-7/8" NOTE: Web stiffeners are not applicable to the LPI 20FB and LPI 42FB series. Web Stiffener Detail Cantilever Detail Reinforcement Both Sides C3 LPEW0456 5/19 PAGE 2 of 4 Blocking at Interior Support Bearing wall aligned under wall above Blocking is not required if no wall above unless I-Joists end at support. Blocking may be required at interior supports by project designer or by code for seismic design. B3 LP Rim Board, LP LVL or LP LSL may be substituted for the LPI blocking ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Web Hole Details Closest distance (x) to edge of square or rectangular holeClosest distance (x) to centerline of round hole FROM EITHER SUPPORTFROM EITHER SUPPORT Diameter Width Depth Uncut length of web between adjacent holes shall be at least twice the largest dimension of the two holes or 12" center-to-center, whichever is greater. WARNING: Do NOT cut or notch flanges. Up to a 1-1/2" diameter hole allowed anywhere in the web. Closest spacing 1'-0" oc CLOSEST DISTANCE (X) - (FT - IN) SERIES DEPTH CIRCULAR HOLE DIAMETER 2"3"4"5"6"7"8"9"10"11"12" LPI 18 9-1/2"1'-2"1'-10"2'-7"3'-3" 4'-3"- - - - - - 11-7/8"1'-0" 1'-5"2'-1"2'-9"3'-6"4'-3"5'-5"- - - - LPI 20Plus LPI 20FB 9 -1/2"1'-0" 1'-0" 1'-5"2'-0" 2'-8"- - - - - - 11-7/8"1'-0" 1'-4" 1'-11"2'-5"2'-11"3'-6"4'-0"- - - - 14"1'-3" 1'-8"2'-2"2'-7"3'-1"3'-6"4'-0"4'-6"5'-1"- - 16"1'-8"2'-1"2'-6"2'-11"3'-4"3'-9"4'-3"4'-8"5'-1"5'-7"6'-3" LPI 32Plus 9-1/2"1'-0"1'-2"1'-11"2'-9"3'-6"- - - - - - 11-7/8"1'-1" 1'-9"2'-5"3'-0" 3'-8"4'-4"5'-0"- - - - 14"1'-8"2'-3"2'-10"3'-5"4'-0" 4'-8"5'-3"5'-11"6'-7"- - 16"2'-4"2'-10"3'-4"3'-11"4'-5"4'-11"5'-6"6'-1"6'-8"7'-4"8'-2" LPI 42Plus LPI 42FB 9-1/2"1'-3"2'-3"3'-4" 4'-4"5'-5"- - - - - - 11-7/8"3'-2"3'-10"4'-7"5'-3"6'-0" 6'-9"7'-8"- - - - 14"4'-5" 5'-0"5'-7"6'-1"6'-8"7'-3"8'-0" 8'-10"9'-11"- - 16"5'-4"5'-10"6'-4"6'-10"7'-4"7'-10"8'-6"9'-3"10'-0"11'-0"12'-3" LPI 52Plus 11-7/8"5'-0"5'-6"6'-2"6'-9"7'-5"8'-2"8'-11"- - - - 14"6'-1"6'-7"7'-1"7'-7"8'-3"8'-11"9'-8"10'-6"11'-4"- - 16"7'-1"7'-6"7'-11"8'-5"9'-0" 9'-8"10'-5"11'-3"12'-1"12'-11"13'-9" LPI 36 11-7/8"1'-0"2'-0" 3'-0" 4'-0"5'-1"6'-2"7'-6"- - - - 14"1'-10"2'-8"3'-7"4'-5" 5'-4"6'-3"7'-3"8'-6"9'-11"- - 16"2'-2"3'-1"3'-11"4'-9"5'-7"6'-5"7'-4" 8'-4"9'-7"10'-11"12'-5" LPI 56 11-7/8"3'-9" 4'-9"5'-9"6'-9"7'-9"8'-10"9'-11"- - - - 14"4'-10"5'-9"6'-8"7'-7"8'-7" 9'-7" 10'-7"11'-7"12'-10"- - 16"6'-0"6'-11"7'-9"8'-8"9'-7"10'-5"11'-4"12'-2"13'-3" 14'-4"15'-11" LPI 450 11-7/8"1'-0" 1'-5"2'-5"3'-6" 4'-6"5'-7"7'-2"- - - - 14"1'-0"1'-2"1'-8"2'-4"3'-4"4'-5"5'-7"6'-10"8'-8"- - LPI 530 9-1/2"1'-3"2'-5"3'-7"4'-9"6'-0"- - - - - - 11-7/8"1'-0"1'-7"2'-6"3'-8"4'-11"6'-2"7'-9"- - - - 14"1'-0" 1'-3" 1'-11"2'-8" 3'-9"4'-11"6'-1"7'-6"9'-4"- - 16"1'-0"1'-2"1'-8"2'-2"2'-11"4'-0"5'-1"6'-2"7'-4"8'-10"11'-2" SERIES DEPTH RECTANGULAR HOLE MAXIMUM DIMENSION: DEPTH OR WIDTH 2"3"4"5"6"7"8"9"10"11"12" LPI 18 9-1/2"2'-7"3'-0"3'-7"4'-3"5'-4" 5'-9"6'-1"6'-7"7'-1"7'-7"8'-1" 11-7/8"3'-5"3'-10"4'-4"4'-11"5'-10"7'-0"8'-11"9'-6"10'-2"10'-10"- LPI 20Plus LPI 20FB 9 -1/2"2'-10"3'-4"3'-10"4'-7"5'-9"6'-2"6'-8"7'-2"7'-8"8'-3"8'-9" 11-7/8"3'-9"4'-2"4'-9"5'-5"6'-5"7'-9" 9'-8"10'-4"11'-0" 11'-8"12'-6" 14"1'-2"1'-10"2'-6"3'-2"3'-11"4'-8"5'-7"6'-10"9'-0"9'-11"11'-1" 16"1'-7"2'-3"2'-11"3'-7"4'-3"4'-11"5'-8"6'-8"8'-2"10'-6"14'-5" LPI 32Plus 9-1/2"3'-8"4'-4"5'-0"6'-0"7'-5"7'-9"8'-2"8'-7"9'-1"9'-6"10'-0" 11-7/8"4'-8"5'-3"6'-0"6'-11"8'-1"9'-8"11'-5"12'-0" 12'-6"13'-3"14'-0" 14"1'-7"2'-5"3'-4"4'-2"5'-1"6'-0"7'-2"8'-11" 11'-8"12'-7"13'-7" 16"2'-2"3'-0"3'-10"4'-8"5'-6" 6'-5"7'-5"8'-9"10'-8"13'-9"17'-2" LPI 42Plus LPI 42FB 9 -1/2"5'-8"6'-6"7'-4"8'-2"9'-3"9'-7"9'-11"10'-4" 10'-9"11'-3" 11'-9" 11-7/8"7'-2"8'-0"9'-0"10'-0"10'-11"12'-1"13'-8"14'-3"14'-11"15'-7"16'-6" 14"4'-4"5'-2"6'-0"6'-10" 7'-10" 9'-1"10'-10"12'-7"14'-7"15'-4"16'-3" 16"5'-3"6'-0" 6'-9"7'-7"8'-6"9'-8"11'-2"13'-1"15'-1"17'-4"20'-7" LPI 52Plus 11-7/8"8'-6"9'-2"9'-11"10'-8"11'-8"12'-10"14'-5"15'-0" 15'-8"16'-6"17'-4" 14"6'-0" 6'-9" 7'-6"8'-5"9'-6"10'-8"11'-11"13'-5"15'-5"16'-3"17'-1" 16"7'-0"7'-7"8'-5"9'-4"10'-5"11'-8"13'-0"14'-4"16'-0"18'-2"21'-5" LPI 36 11-7/8"6'-7"7'-4"8'-1"8'-10"9'-8"10'-9"12'-1" 12'-7"13'-2" 13'-10"14'-7" 14"3'-8"4'-6"5'-5"6'-3"7'-2"8'-5"9'-9"11'-2" 12'-11"13'-7"14'-4" 16"4'-4"5'-2"6'-0"6'-11"7'-10"8'-11"10'-3"11'-8"13'-3"15'-1"17'-10" LPI 56 11-7/8"9'-2"9'-9"10'-5"11'-3"12'-3"13'-6"15'-2" 15'-10"16'-7"17'-3"18'-2" 14"6'-10"7'-8"8'-7" 9'-7"10'-6"11'-5"12'-8"14'-2"16'-3"17'-0"18'-0" 16"8'-3"9'-2"10'-0"10'-11" 11'-9"12'-9"13'-9"15'-1"16'-9"19'-0"22'-5" LPI 450 11-7/8"4'-10"5'-5"6'-2"7'-1" 8'-1"9'-2"10'-4" 10'-10"11'-4" 11'-11"- 14"3'-0" 3'-9"4'-7"5'-5"6'-3"7'-3"8'-8"10'-5"12'-3" 12'-10"13'-8" LPI 530 9-1/2"4'-1" 4'-10"5'-6" 6'-4"7'-3"7'-6"7'-10"8'-2"8'-6"8'-11"9'-4" 11-7/8"5'-2"5'-10"6'-7"7'-7"8'-6" 9'-6"10'-9"11'-3" 11'-9"12'-3"12'-11" 14"3'-4"4'-1"5'-0"5'-10"6'-9"7'-10"9'-3"10'-10"12'-6"13'-3"14'-0" 16"4'-2"4'-11"5'-8"6'-5"7'-3" 8'-3"9'-6"11'-2" 12'-11"14'-10"17'-6" NOTES: 1. CUT HOLES CAREFULLY! DO NOT OVERCUT HOLES! DO NOT CUT JOIST FLANGES! 2. Holes may be placed anywhere within the depth of the web. A minimum 1/4" clear distance from the flanges is recommended so as not to cut a flange. 3. Round holes up to 1-1/2" diameter may be placed anywhere in the web. 4. Perforated “knockouts” may be neglected when locating web holes. 5. Holes larger than 1-1/2" are not permitted in cantilevers without special engineering. 6. Multiple holes shall have a clear separation along the length of the joist of at least twice the larger dimension of the larger adjacent hole, or a minimum of 12” center- to-center, whichever is greater. 7. Multiple holes may be spaced closer provided they fit within the boundary of an acceptable larger hole. Example: two 3" round holes aligned parallel to the joist length may be spaced 2" apart (clear distance) provided that a 3" high by 8" long rectangle or an 8" diameter round hole are acceptable for the joist depth at that location and completely encompass the holes. 8. These web hole tables are valid for simple and continuous span I-Joists with uniform loads only, as sized from the tables contained in LP’s current I-Joist product guides. Larger holes, non-uniform loading conditions and/or closer proximity to supports may be possible, but require further analysis using LP’s design software. Please contact your local LP SolidStart Engineered Wood Products distributor for more details. 9. The maximum hole depth is the I-Joist Depth less 4," except the maximum hole depth is 6" for 9-1/2" LP I-Joists, and 8" for 11-7/8" LP I-Joists. Where the Maximum Hole Dimension exceeds the hole depth, the dimension refers to hole width and the depth of the hole is assumed to be the maximum for that joist depth. The maximum hole width is 18," regardless of I-Joist Depth. Beam Hole Details NOTES: 1. These guidelines apply to uniformly loaded beams selected from the Quick Reference Tables or the Uniform Load Tables or designed with LP’s design/specification software only. For all other applications, such as beams with concentrated loads, please contact your LP SolidStart Engineered Wood Products distributor for assistance. 2. Round holes can be drilled anywhere in “Area A” provided that: no more than four holes are cut, with the minimum spacing described in the diagram. The maximum hole size is 1-1/2" for depths up to 9-1/4," and 2" for depths greater than 9-1/4." 3. Rectangular holes are NOT allowed. 4. DO NOT drill holes in cantilevers without prior approval from the project engineer/architect. 5. Other hole sizes and configurations MAY be possible with further engineering analysis. For more information, contact your LP SolidStart Engineered Wood Products distributor. 6. Up to three 3/4" holes may be drilled in “Area B” to accommodate wiring and/or water lines. These holes must be at least 12" apart. The holes should be located in the middle third of the depth, or a minimum of 3" from the bottom and top of the beam. For beams shallower than 9-1/4," locate holes at mid-depth. 7. Protect plumbing holes from moisture. 1/3 beam depth 1 foot Minimum 2 x diameter of larger hole 1 foot 1/3 span length Clear span Area AArea B Area B WARNINGS The following conditions are NOT permitted! Do not use visually damaged products without first checking with your local LP SolidStart Engineered Wood Products distributor or sales office. DON’T make hole with hammer unless knock-out is provided. DON’T hammer on flange and damage joist. R3 DON’T overcut hole and damage flange. R2 Refer to hole chart for correct location. R1 DON’T put holes too close to supports. R5 DON’T cut flange for pipes. R4 DON’T cut or notch flange. DON’T drill flange. DON’T cut beyond inside edge of bearing. R7 DON’T use 16d nails. R6 FLANGE FACE NAILING SCHEDULE SERIES NAIL SIZE AND TYPE MINIMUM NAIL DISTANCE SERIES NAIL SIZE AND TYPE MINIMUM NAIL DISTANCE OC SPACING END OC SPACING END LPI 18 LPI 20Plus LPI 32Plus LPI 42Plus LPI 52Plus LPI 20FB LPI 42FB 8d (2-1/2 ") Box or Common 2"1" LPI 36 LPI 56 LPI 450 & LPI 530 8d (2-1/2 ”) Box or Common 3”1-1/2 ” 10d (3") or 12d (3-1/4") Box 2"1"10d (3”) or 12d (3-1/4”) Box 3”1-1/2 ” 10d (3") or 12d (3-1/4") Common 3"1-1/2 "10d (3”) or 12d (3-1/4”) Common 3”1-1/2 ” 16d Sinker (3-1/4")3"1-1/2 "16d Sinker (3-1/4”)3”1-1/2 ” 16d (3-1/2 ") Box or Common 4"1-1/2 "16d (3-1/2 ”) Box or Common 5”1-1/2” NOTES: 1. Some wind or seismic loads may require different or additional details and connections. 2. Verify building code requirements for suitability of details shown. 3. Refer to LPI Product Guides for bearing length requirements. 4. Refer to Flange Nailing Schedule for rim joist and blocking panel nailing. 5. Lateral support shall be considered for bottom flange when there is no sheathing on underside. 6. Verify capacity and fastening requirements of hangers and connectors. 7. Squash block capacity designed by others. 8. Do not use rim joists with flanges wider than 2-1/2." LPEW0456 5/19 PAGE 3 of 4 Refer to detail “A5: Joist End Nailing” for correct sizes and locations. .. .. I _l_ I0 BI I .,.r T Xl IX] -- ■ ■ ■ I 1----------- ■ ■ ■ Stair Stringer Details R12 DON’T Partially Support Stringers - Bottom Possible Fracture Line R10 DON’T Overcut Stair Stringers Do not overcut stair stringers R11 DON’T Partially Support Stringers - Top Possible Fracture Line G1 Stair Stringer - Top Support - Ledger Ledger Size and all Connections by Others Provide restraint to ensure stringer lateral stability Ledger Bevel cut the ledger to provide full suppport for stair stringer G2 Stair Stringer - Top Support - Connector Design professional to verify capacity and fastening requirements for all connections. Simpson® LSC Adjustable Stair-Stringer Connector “or Equal” G3 Stair Stringer - Bottom Support - Concrete Concrete Slab Treated 2x plates connected to concrete supporting both front and back of the stringer Min. 2x4 let-in block connected to the plate below G4 Stair Stringer - Bottom Support - Beam Min. 2x4 let-in block nailed to sheathing; Clinch nails Align support with back of stringer G5 Stair Stringer - Bottom Support - Ledger Design professional to verify capacity and fastening requirements for all connections Ledger (min. 2x) or connector to support stringer; Stringer seat cut to match ledger width or hanger seat length. LP SolidStart LVL & LSL Details CONNECTION ASSEMBLIES DETAIL B MAXIMUM 6" WIDE 3-PLY BEAMS 1-1/2” 1-1/2” 2" max. ply thickness DETAIL A MAXIMUM 4" WIDE 2-PLY BEAMS 1-1/2" 1-1/2” 2" max. ply thickness 1-1/2” 1-1/2” 2" maximum side member 3-1/2" main member for C 5-1/4" main member for E DETAIL C/E MAXIMUM 7-1/4" WIDE 2-PLY BEAMS DETAIL D MAXIMUM 9-1/4" WIDE 3-PLY BEAMS 1-1/2” 1-1/2” 2" maximum side members 5-1/4" maximum main member 3" 3" DETAIL F MAXIMUM 7" WIDE 3- OR 4-PLY BEAMS 3" 3" DETAIL G MAXIMUM 7" WIDE 2-PLY BEAMS DETAIL H MAXIMUM 7" WIDE 2-, 3- OR 4-PLY BEAMS 2" (9) 2" (9) Simpson® SDS 1/4" x 6" Simpson® SDW 6-3/4" or equal Simpson SDW may be driven from one side NOTES: 1. Use 2 rows of nails for depths to 12." Use 3 rows of nails for depths greater than 12," up to 18." Use 4 rows of nails for depths greater than 18," up to 24." 2. 16d box (3-1/2" x 0.135"∅) or common (3-1/2" x 0.162"∅) nails shall be used for 1-3/4" and 2" thick plies. 10d box (3" x 0.128"∅) or common (3" x 0.148"∅) nails shall be used for 1-1/2" thick plies. 16d sinkers (3-1/4" x 0.148" ∅) may be used for 1-3/4" and 2" plies provided the nails are driven alternating from each face (see note 3). 3. For detail A or when attaching the first two plies for details B and F (optional), the nails may be driven all from one face or alternating from both faces. If the nails do not fully penetrate the second ply, then the nails shall be driven from both faces. 4. When driving nails from each face, alternate every other nail in each row. 5. For detail C/E, when side-loaded, the larger side-load shall be applied to the thicker ply (main member). 6. For details F and H, it is permissible to nail the plies together before bolting or driving Simpson SDS or SDW (or equal) screws. Nail two plies together then nail one additional ply to each side. 7. Beams wider than 5-1/2" shall be top-loaded or side-loaded from both sides to prevent rotation. Consult a professional engineer for other options. 8. Other nail, screw or bolt configurations are possible. Contact your LP SolidStart Engineered Wood Products distributor. 9. Minimum of 2" or the screw mfg.’s edge distance. Masonry Hanger NOTE: Protect wood from contact with concrete as required by code Simpson® WM, USP® MPH or equal hanger Q4 Concrete WallP7 Simpson® GLB, USP® LBS or equal seat NOTE: Protect wood from contact with concrete as required by code Steel Column & Wood ColumnP4 P5 Simpson® CCO, USP® CCS or equal column cap Simpson® PC or CC, USP® PCM or CC or equal post or column cap Framing details such as joists and sheathing must be provided to prevent beam from twisting or rotating at support L L Provide specified bearing length Provide specified bearing length Beam ConnectionP3 Structurally adequate hanger Hanger must apply load equally to each ply or special design is required P2 Top Loaded Beam - Bolted Connection (See Connection Assemblies for more details) Framing is applied to top of the beam so that each ply carries an equal load3" 2'-0" 3" 1/2"- diameter ASTM grade A-307 (or better) bolts. Use washers on both faces. Nails are permissible but NOT required. See notes for Connection Assemblies. P1 Top Loaded Beam - Nailed Connection (See Connection Assemblies for more details) Framing is applied to top of the beam so that each ply carries an equal load Minimum nail sizes: 1-3/4" & 2" plies – 16d box (3.5" x 0.135"∅) 1-1/2" plies – 10d box (3" x 0.128"∅) 12" o c Two rows for depths up to 12" Three rows for depths up to 18" Min. 4 rows for depths greater than 18" P6 Side Loaded Beam Refer to Connection Assemblies for Multi-Ply connection information. Side loads are not recommended for beams over 5-1/2" wide unless loads are equally applied to both faces. Verify hanger, stiffener, and filler requirements. Prevent the beam from rotating by using rim or blocking.. Rim Board Window/Door HeaderQ1 Continuous plate Provide specified or prescriptive bearing length R9 DON’T bore holes or notch unless reviewed by a design professional. Exception: Small holes may be drilled in accordance with the Beam Hole Details. Warnings The following conditions are NOT permitted! Do not use visually damaged products without first checking with your local LP SolidStart Engineered Wood Products distributor or sales office. LPEW0456 5/19 PAGE 4 of 4 © 2019 Louisiana-Pacific Corporation. All rights reserved. APA and APA Rated are registered trademarks of APA – The Engineered Wood Association, FastenMaster® and TrussLok® are trademarks of OMG, Inc., SIMPSON Strong-Tie® is a registered trademark of Simpson Strong-Tie Company, Inc., USP® is a registered trademark of MiTek Holdings, Inc., SFI and the associated logo are trademarks of Sustainable Forestry Initiative, Inc., PEFC and the associated logo are trademarks of Programme for the Endorsement of Forest Certification, LP® and SolidStart® are registered trademarks of Louisiana-Pacific Corporation. Printed in USA. Specifications (details) subject to change without notice. NOTE: Louisiana-Pacific Corporation periodically updates and revises its product information. To verify that this version is current, contact the nearest sales office, visit LPCorp.com, or call 1-888-820-0325. LPEW0456 5/19 ARGENT Customer Service and Product Technical Support: 1.888.820.0325 E-mail: customer.support@lpcorp.com. Visit our web site at: www.lpcorp.com. LP SolidStart Material Safety Data Sheets (MSDS) may be found on our website, www.lpcorp.com. LP SolidStart Engineered Wood Products are manufactured at different locations in the United States and Canada. Please verify availability with the LP SolidStart Engineered Wood Products distributor in your area before specifying these products. PEFC/29-31-102 BV-SFICOC-US09000262 Cal. Prop 65 Warning: WARNING: Drilling, sawing, sanding or machining wood products can expose you to wood dust, a substance known to the State of California to cause cancer. Avoid inhaling wood dust or use a dust mask or other safeguards for personal protection. For more information go to www.P65Warnings.ca.gov.wood. ■ ■ ■ ■ ■ ■ ■ ■ .J, , II---,,-,,, 1.:r -_ ~-:----t: l -----lt ~ ■ ~ ~ - --··---- R E S O 2 1 - 0 0 1 7 PRODUCT A P P R O V A L I N F O R M A T I O N S H E E T F O R T H E C I T Y O F A T L A N T I C B E A C H , F L O R I D A ( * R E Q U I R E D ) *Project Address: 423 lre x R o a d A t l a n t i c B e a c h F L 3 2 2 3 3 P e r m i t # : _ _ _ _ _ _ _ _ _ _ _ *Owner/Project Name: BA R A K D A V I S / A M A N D A S U T E R R O O F E X T E N S I O N As required by Florida Statut e 5 5 3 . 8 4 2 a n d F l o r i d a A d m i n i s t r a t i v e C o d e R u l e 9 B - 7 2 , p l e a s e p r o v i d e t h e i n f o r m a t i o n a n d p r o d u c t a p p r o v a l n u m b e r ( s ) f o r the building components lis t e d b e l o w a s a p p l i c a b l e t o t h e b u i l d i n g c o n s t r u c t i o n p r o j e c t f o r t h e p e r m i t n u m b e r l i s t e d a b o v e . Y o u s h o u l d c o n t a c t y o u r product supplier if you do n o t k n o w t h e p r o d u c t a p p r o v a l n u m b e r f o r a n y o f t h e a p p l i c a b l e l i s t e d p r o d u c t s . I n f o r m a t i o n r e g a r d i n g s t a t e w i d e p r o d u c t approval may be obtained at : w w w . f l o r i d a b u i l d i n g . o r g . Category/Subcategory M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n L i m i t a t i o n o f U s e S t a t e # I L D c a l # A. EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4. Garage Roll-Up 5. Automatic 6.0ther B. WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed I 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other P a g e 1 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 category/Subcategory M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n L i m i t a t i o n o f U s e S t a t e # L o c a l # C. PANEL WALL 1. Siding 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11.0ther D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal M I L L E N N I U M M E T A L S I N C . w a l l , r o o f , l i n e r F L 5 2 1 1 . 2 N O N E roof L a p p e d R o o f P a n e l , G A L V A L U M 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shak e s 12. Roofing slate 13. liquid applied roofin g 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other P a g e 2 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 category/Subcategory M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n L i m i t a t i o n o f U s e S t a t e # L o c a l # E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7.0ther F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates 3. Engineered lumber L P E W P S o l i d s t a r t L V L B e a m N o t f o r u s e i n H V H Z F L 1 5 2 2 8 . 2 L P E W 0 4 2 6 - L P 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12.Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. P a g e 3 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 In addition to completing t h e a b o v e l i s t o f m a n u f a c t u r e r s , p r o d u c t d e s c r i p t i o n a n d S t a t e a p p r o v a l n u m b e r f o r t h e p r o d u c t s u s e d o n t h i s p r o j e c t , t h e Contractor shall maintain o n t h e j o b s i t e a n d a v a i l a b l e t o t h e I n s p e c t o r , a l e g i b l e c o p y o f e a c h m a n u f a c t u r e r ' s p r i n t e d s p e c i f i c a t i o n s a n d i n s t a l l a t i o n instructions along with this P r o d u c t A p p r o v a l S h e e t . I certify that this product ap p r o v a l l i s t i s t r u e a n d c o r r e c t t o t h e b e s t o f m y k n o w l e d g e . I f u r t h e r c e r t i f y t h a t u s e o f d i f f e r e n t c o m p o n e n t s o t h e r t h a n t h e ones listed in this document m u s t b e a p p r o v e d b y t h e B u i l d i n g O f f i c i a l . •contractor Name (Print Na m e ) : B A R A K D A V I S ( O W N E R ) * C o n t r a c t o r S i g n a t u r e : - ~ - - - - - - - = j ) ; ; _ _ = ~ = = - - . . . . . . - - = : ; _ _ _ _ _ _ _ *Company Name:_O_W_N_E _ R _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ *MailingAddress: 423 IR E X R O A D *City: ATLANTIC BEA C H * S t a t e : F L * Z i p C o d e : _ 3 _ 2 _ 2 _ 3 _ 3 _ _ _ _ _ _ _ _ _ *Telephone Number: _(9_0_ 4 _ ) _ 7 _ 5 _ 5 _ - 4 _ 1 _ 2 _ 9 _ _ _ _ _ _ * E - m a i l A d d r e s s : B A R A K D 1 9 8 5 @ G M A I L . C O M Cell Phone Number: (904} 7 5 5 - 4 1 2 9 F a x N u m b e r : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P a g e 4 o f 4 U ¢ a t e d 1 0 / 1 7 / 1 8 R E S O 2 1 - 0 0 1 7 N O T I C E O F C O M M E N C E M E N T S t a t e o f _ F _ l o _ i d _ a _ _ _ _ _ _ _ _ _ _ _ _ T a x F o l i o N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ C o u n t y o f D u v a l - - - - - - - - - - - - - T o W h o m I t M a y C o n c e r n : T h e u n d e r s i g n e d h e r e b y i n f o r m s y o u t h a t i m p r o v e m e n t s w i l l b e m a d e t o c e r t a i n r e a l p r o p e r t y , a n d i n a c c o r d a n c e w i t h S e c t i o n 7 1 3 o f t h e F l o r i d a S t a t u t e s , t h e f o l l o w i n g i n f o r m a t i o n i s s t a t e d i n t h i s N O T I C E O F C O M M E N C E M E N T . L e g a l D e s c r i p t i o n o f p r o p e r t y b e i n g i m p r o v e d : 3 1 - 1 6 1 7 - 2 S - 2 9 E R I P O F P T O F R O Y A L P A L M S U N I T 2 A L O T 2 3 B L K 1 0 A d d r e s s o f p r o p e r t y b e i n g i m p r o v e d : 4 2 3 I R E X R D A T L A N T I C B E A C H F L 3 2 2 3 3 G e n e r a l d e s c r i p t i o n o f i m p r o v e m e n t s : B u i l d i n g a p a t i o r o o f o v e r r e a r p a t i o o w n e r : A m a n d a S u t e r A d d r e s s : 4 2 3 I R E X R D A T L A N T I C B E A C H 3 2 2 3 3 O w n e r ' s i n t e r e s t i n s i t e o f t h e i m p r o v e m e n t : _ c o _ v _ e _ r e _ d _ l _ e _ i s _ u r _ e _ s . . : . . . p _ a c e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F e e S i m p l e T i t l e h o l d e r ( i f o t h e r t h a n o w n e r ) : _ N _ I A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N a m e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D o c # 2 0 2 1 0 3 7 0 3 9 , O R B K 1 9 5 8 1 P a g e 1 2 2 5 , N u m b e r P a g e s : 1 C o n t r a c t o r : S a m e a s O w n e r I ] M A A J D A $ 1 , T E R . R e c o r d e d 0 2 / 1 0 / 2 0 2 1 1 2 : 5 6 P M , A d d r e s s : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J O D Y P H I L L I P S C L E R K C I R C U I T C O U R T D U V A L C O U N T Y T e l e p h o n e N o . : _ _ _ _ _ _ _ _ _ _ _ F a x N o : R E C O R D I N G $ 1 0 . 0 0 S u r e t y ( i f a n y ) _ N _ I A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A d d r e s s : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A m o u n t o f B o n d $ _ _ _ _ _ _ _ _ _ _ T e l e p h o n e N o : _ _ _ _ _ _ _ _ _ _ _ F a x N o : _ _ _ _ _ _ _ _ _ _ _ _ _ N a m e a n d a d d r e s s o f a n y p e r s o n m a k i n g a l o a n f o r t h e c o n s t r u c t i o n o f t h e i m p r o v e m e n t s N a m e : _ N _ J A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A d d r e s s : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P h o n e N o : _ _ _ _ _ _ _ _ _ _ _ _ _ F a x N o : _ _ _ _ _ _ _ _ _ _ _ _ _ N a m e o f p e r s o n w i t h i n t h e S t a t e o f F l o r i d a , o t h e r t h a n h i m s e l f , d e s i g n a t e d b y o w n e r u p o n w h o m n o t i c e s o r o t h e r d o c u m e n t s m a y b e s e r v e d : N a m e : N / A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A d d r e s s : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T e l e p h o n e N o : _ _ _ _ _ _ _ _ _ _ _ _ F a x N o : _ _ _ _ _ _ _ _ _ _ _ _ _ I n a d d i t i o n t o h i m s e l f , o w n e r d e s i g n a t e s t h e f o l l o w i n g p e r s o n t o r e c e i v e a c o p y o f t h e L i e n o r ' s N o t i c e a s p r o v i d e d i n S e c t i o n 7 1 3 . 0 6 ( 2 ) ( b l , F l o r i d a S t a t u e s . ( F i l l i n a t O w n e r ' s o p t i o n ) N a m e : N I A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A d d r e s s : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T e I e p h o n e N o : _ _ _ _ _ _ _ _ _ _ _ _ F a x N o : _ _ _ _ _ _ _ _ _ _ _ _ E x p i r a t i o n d a t e o f N o t i c e o f C o m m e n c e m e n t ( t h e e x p i r a t i o n d a t e i s o n e ( 1 ) y e a r f r o m t h e d a t e o f r e c o r d i n g u n l e s s a d i f f e r e n t d a t e i s s p e c i f i e d ) : - - - - - - - - - - - - - - - - - - : , , - - - - - : ; , - - - - - , . - - : : , - - - - - - - - - - - - - - - - - T H I S S P A C E F O R R E C O R D E R ' S U S E O N L Y , < ; , . " ' i i ~ ; , . . M E L I S S A D P I N E D A / - - ~ ~ ' f , \ t ~ · ; ~ • . ; , j N o t a r y P u b l i c · S t a t e o f F l o r i d a · . . . . , w $ . i C o m m i s s i o n # G G 9 6 2 3 8 1 · · · · • . . . ~ . . r . , . ~ . . . · M y C o m m . E x p i r e s M a r 2 , 2 0 2 - 4 , ~ / ' ~ / ~ ~ O W N E R S i g n e d : i U J ~ Q • 0 ~ . · D a t e : : } I 1 0 1 . ) 0 ~ 1 B e f o r e m e t h i s 7 o - c , . . ~ ~ U ~ ~ n t h e C o u n t y o f D u v a l , S t a t e O f F l o r i d a , h a s p e r s o n a l l y a p p e a r e d f \ : : t y \ Q , ~ ~ l , . ! i - : l ( N o t a r y P u b l i c a t L a r g e , S t a t e o f ( l o r i d a \ C o u n t y q f D u v a l . M y c o m m i s s i o n e x p i r e s : D 3 _ Q 6 l _ a o a . 4 . P e r s o n a l l y K n o w n : - - - " r - - = r - - , - - - - r , . , , . . , - : - : - : : ~ - - , - ~ = - - - - - , - = - - - - - - - - o r P r o d u c e d I d e n t i f i c a t i o n : B a z i d b ( J l I V e , L L l c e . . n H i . J O D Y P H I L L I P S C l e r k o f t h e C i r c u i t C o u r t 5 0 1 W A d a m s J a c k s o n v i l l e , F L 3 2 2 0 2 T e l . ( 9 0 4 ) 2 5 5 - 2 0 0 0 h t t p : / / w w w . d u v a l c l e r k . c o m / h t t p : / / o n c o r e . d u v a l c l e r l , . c o 1 1 1 / R e c e i p t # : 4 0 1 7 7 2 9 T r a n s # : 4 1 6 9 1 2 9 C a s h i e r D a t e : 2 / 1 0 / 2 0 2 1 1 2 : 5 6 : 3 9 P M C U S T O M E R I N F O R M A T I O N A M A N D A S U T E R . P a y m e n t ! C A S H O f f i c i a l R e c o r d N O T I C E C O M M E N C E M E N T T R A N S A C T I O N I N F O R M A T I O N D a t e R e c e i v e d : 2 / 1 0 / 2 0 2 1 1 2 : 5 3 : 2 3 P M L o c a t i o n : B E A C H R e t u r n C o d e : O V E R T H E C O U N T E R T r a n s T y p e : R e c o r d i n g C a s h i e r : S G O R S H A P A Y M E N T S U M M A R Y T o t a l F e e s : $ 1 0 . 0 0 T o t a l P a y m e n t s : $ 1 0 . 0 0 B a l a n c e D u e : $ 0 . 0 0 C a s h T e n d e r e d : $ 1 0 . 0 0 C h a n g e : $ 0 . 0 0 B K / P G : 1 9 5 8 1 / 1 2 2 5 D O C # : 2 0 2 1 0 3 7 0 3 9 P a g e s : 1 D a t e : 2 / 1 0 / 2 0 2 1 1 2 : 5 6 : 3 8 P M G r a n t o r : S U T E R A M A N D N G r a n t e e : S U T E R A M A N D A R e c o r d i n g $ 1 O 1 s t p a g e , $ 8 . 5 0 e a c h a d d ' I - 1 $ 1 0 . 0 0 P r i n t D a t e : 2 / 1 0 / 2 0 2 1 1 2 : 5 6 : 4 3 P M P a g e 1 o f 1 GE N E R A L ST R U C T U R A L NO T E S TH E CO N T R A C T O R SH A L L VE R I F Y AL L CO N D I T I O N S AN O DI M E N S I O N S AT TH E JO B S I T E PR I O R TO CO M M E N C I N G WO R K . CO N T R A C T O R SH A L L RE P O R T AL L DI S C R E P A N C I E S TH E DR A W I N G S AN D EX I S T I N G CO N D I T I O N TO TH E EN G I N E E R PR I O R TD CO M M E N C I N G WO R K . DE T A I L S AN D SE C T I O N S SH O W N ON TH E DR A W I N G S AR E TY P I C A L AN D AP P L Y TO SI M I L A R SI T U A T I O N S EL S E W H E R E , EX C E P T AS OT H E R W I S E IN D I C A T E D . AD A P T RE Q U I R E M E N T S OF DE T A I L S , SE C T I O N S , PL A N S , AN D NO T E S AT LO C A T I O N S WH E R E CO N D I T I O N S AR E S! M I L A R . DI M E N S I O N S IN D I C A T E D ON TH E DR A W I N G S IN RE F E R E N C E TO EX I S T I N G CO N D I T I O N S AR E TH E BE S T AV A I L A B L E DA T E OB T A I N A B L E , BU T AR E NO T GU A R A N T E E D . 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N CE M E N T SL U M P US E T , ; o ~ a - : r m - r n s - ' ! i " + T - ' T A C I " S L A B S , MO N O L I T H I C FO O T I N G S , SP R E A D FO O l l N G S 3, 0 0 0 PS I 0. 5 8 47 0 LB S 5" +f - 1 TI E B E A M S , CO L U M N S , WA L L S , EL E V A T E D SL . A B S CE M E N T SH A L L CO N F O R M TO AS T M C1 5 0 , TY P E 1. FL Y AS H CO N F O R M I N G T0 A S T h 1 C5 1 8 , TY P E FO R TY P E C, MA Y BE US E D TO RE P L A C E UP T 0 2 0 % OF TH E CE M E N T CO N T E N T , PR O V I D E D TH A T TH E MI X ST R E N G T H !S SU B S T A N T I A T E D BY TE S T DA T A CO A R S E AG G R E G A T E SH A L L CO N F O R M TO AS T M C3 3 WI T H A MA X I M U M SI Z E OF 3/ 4 " . FI N E AG G R E G A T E SH A L L BE CL E A N , DU R A B L E , NA T U R A L SA N D CO N F O R M I N G TO AS T M C3 3 . A WA T E R - R E D U C I N G AD M I X T U R E CO N F O R M I N G TO AS T M C4 9 4 . US E D IN ST R I C T AC C O R D A N C E WI T H TH E MA N U F A C T U R E R ' S RE C O M M E N D A T I O N S , SH A L L BE IN C O R P O R A T E D IN CO N C R E T E DE S I G N MI X E S . A HI G H - R A N G E WA T E R - R E D U C I N G AD M I X T U R E CO N F O R M I N G TO AS T M C4 9 4 , TY P E FO R G, MA Y BE US E D IN CO N C R E T E MI X E S , PR O V I D I N G TH A T TH E SL U M P DO E S NO T EX C E E D 8" . SL E E V E S , OP E N I N G S . CO N D U I T , AN O OT H E R EM B E D D E D IT E M S NO T SH O W N ON TH E ST R U C T U R A L DR A W I N G S SH A L L BE AP P R O V E D BY TH E ST R U C T U R A L EN G I N E E R BE F O R E PO U R I N G . NO SL E E V E , OP E N I N G . OR IN S E R T MA Y BE PL A C E D IN BE A M S , JO I S T S , OR CO L U M N S UN L E S S AP P R O V E D BY TH E EN G I N E E R . CO N D U I T S EM B E D D E D IN SL A B S SH A L L NO T BE LA R G E R IN OU T S I D E DI M E N S I O N TH A N ON E TH I R D OF TH E TH I C K N E S S OF TH E SL A B AN D SH A L L NO T BE SP A C E D CL O S E R TH A N TH R E E DI A M E T E R S ON CE N T E R . PR O V I D E 31 4 " CH A M F E R S ON AL L EX P O S E D CO N C R E T E ED G E S , UN L E S S NO T E D OT H E R W I S E . WH E R E IN D I C A T E D OR RE Q U I R E D , SL O P E CO N C R E T E SL A B S TO DR A I N S SH O W N ON PL U M B I N G AN O / O R AR C H I T E C T U R A L DR A W I N G S . A L L CO N C R E T E SH A L L BE CU R E D IM M E D I A T E L Y AF T E R FI N I S H I N G OP E R A T! O N S . RE V I S I O N S ~ : I N EN G I N E E R I N G , LL C No . DA T E OE S C R I P l l O N 0 ST A T E RO A D 13 N. , #1 0 6 - 3 8 7 JA C K S O N V I L L E , FL 32 2 5 9 90 4 - 4 7 2 - 1 4 5 9 . "~ ~ - Fl c. A H 32 0 2 7 WO O D : SA W N LU M B E R SH A L L BE SO U T H E R N PI N E #2 WI T H TH E AL L O W A B L E FI B E R ST R E S S E S PE R TH E A W C NA T I O N A L DE S I G N SP E C I F I C A T I O N . A l l MA N U F A C T U R E D LU M B E R SH A L L BE 2. 0 E GL U E D LA M I N A T E D GE O R G I A PA C I F I C (O R EQ U I V . ) AN D IN S T A L L E D AC C O R D I N G TO MA N U F A C 1 1 1 R E S RE C O M M E N D A T I O N S . AL L HE A D E R S / B E A M S SH O U L D BE A R FU L L Y ON PO S T S AN O / O R MU L T I ST U D GR O U P S UN L E S S NO T E D OT H E R W I S E ON PL A N S . CO N T A C T EN G I N E E R OF RE C O R D IF HE A D E R / B E A M S SI Z E IS NO T SP E C I F I E D . FR A M I N G AC C E S S O R I E S AN D ST R U C T U R A L FA S T E N E R S SH A L L BE MA N U F A C T U R E D BY SI M P S O N CO M P A N Y OR US P (O R AP P R O V E D EQ U A L ) AN D OF TH E SI Z E AN D TY P E SH O W N ON TH E DR A W I N G S . HA N G E R S NO T SH O W N SH A L L BE SI M P S O N HU OF SI Z E RE C O M M E N D E D FO R ME M B E R . AL L CO N N E C T O R S SH A L L BE GA L V A N I Z E D . UN L E S S SH O W N OT H E R W I S E , IN S T A L L MA X I M U M SI Z E AN D NU M B E R OF FA S T E N E R S SH O W N IN LA T E S T SI M P S O N CA T A L O G AL L FR A M I N G NA I L S SH A L L BE CO M M O N NA I L S AN D SH A L L BE OF TH E SI Z E AN O NU M B E R IN D I C A T E D ON TH E DR A W I N G S . MI N I M U M NA I L I N G RE Q . NO T SH O W N SH A L L BE AS IN D I C A T E D IN TA B L E 23 0 4 . 9 . 1 OF TH E FB C . IN S T A L L 10 d NA I L S UN L E S S OT H E R W I S E SP E C I F I E D ON TH E PL A N S OR DE T A I L S . BO L T S AN D LA G SC R E V V S SH A L L CO N F O R M TO AN S I / A S M E ST A N D A R D 81 8 . 1 , AL L BO L T S AN D LA G SC R E W S SH A L L BE IN S T A L L E D WI T H ST A N D A R D CU T WA S H E R S . AL L AN C H O R BO L T S AN D TH R E A D E D AN C H O R RO D S SH A L L BE IN AC C O R D A N C E WI T H AS T M A3 0 7 , GR A D E A. OR AS T h 1 F1 5 5 4 , GR A D E 35 . AN C H O R AD H E S I V E S SH A L L BE BT H E R SE T (E P O X Y - T I E ) OR AT (A R C Y L ! C - T ! E ) BY SI M P S O N ST R O N G - TI E AN D IN S T A U E O AC C O R D I N G TO TH E MA N U F A C T U R E S IN S T R U C T I O N S . AL L DR I L L E D AN C H O R HO L E S SH A L L BE CL E A N E D OF AL L DE B R I S AN D BR U S H E D OU T PR I O R TO IN S T A L L A T I O N OF AN C H O R A D H E S ! V E . AL L WO O D ME M B E R S EX P O S E D TO EX T E R I O R CO N C R E T E . MA S O N R Y , WE A T H E R , OR EA R T H SH A L L BE PR E S S U R E TR E A T E D LU M B E R . AL L NA I L S DI R E C T L Y EX P O S E D TO WE A T H E R SH A L L BE GA L V A N I Z E D . FA S T E N E R RE Q U I R E M E N T S IN PR E S S U R E TR E A T E D LU M B E R AR E AS FO L L O W S : RB O N S T E E L . PE D GA L V A N I Z E D . CO N N E C T O R S & FA S T E N E R S (N O T RE Q . FO R RR I E R NO T DI R E C T L Y EX P O S E D TO EA R T H OR WE A T H E R ) RE I N F O R C I N G ST E E L : RE I N F O R C I N G ST E E L SH A L L CO N F O R M TO AS T M A5 1 5 , GR A D E 60 . FO R DE F O R M E D BA R AN D AS T M A 18 5 FO R SM O O T H WE L D E D WI R E FA B R I C (' N W F ) , UN L E S S OT H E R W I S E NO T E D . RE I N F O R C I N G ST E E L TO BE WE L D E D SH A L L CO N F O R M TO AS T h \ A7 0 5 . RE I N F O R C I N G ST E E L SH A L L BE SE C U R E L Y TI E D IN PL A C E WI T H #1 6 A N N E A L E D IR O N WI R E . AL L DE T A I L I N G AN D AC C E S S O R I E S SH A L L CO N F O R M TO AC J DE T A I L I N G MA N U A L SP 66 . PR O V I D E CH A I R S , SP A C E R S , BO L S T E R S , AN O IT E M S IN CO N T A C T WI T H FO R M S WI T H HO T Dl f > G A L V A N I Z E O LE G S OR PL A S T I C LE G S . AC C U R A T E L Y PO S I T I O N , SU P P O R T , AN D SE C U R E RB N F O R d : : M E N T AG A I N S T DI S P L A C E M E N T BY FO R M W O R K CO N S T R U C T I O N OR CO N C R E T E PL A C E M E N T OP E R A T I O N S . "W E T - S T I C K I N G " OF RE I N F O R C I N G IS PR O H I B I T E D . RE Q U I R E D CO N C R E T E CO V E R FO R RE I N F O R C I N G ST E E L (U N L E S S NO T E D OT H E R W I S E ) : FO O T I N G S 3• BO T T O M AN D SI D E S , 2" TO P SL A B S 31 4 " CO L U M N S 1- 1 / 2 " T O T I E S . 2 · T o P BE A M S 1- 1 1 2 · T o ST I R R U P S WA L L S 1- 1 / 2 " LA P SP L I C E CO N T I N U O U S VE R T I C A L OR HO R I Z O N T A L BA R S IN CO N C R E T E ME M B E R S IN AC C O R D A N C E WI T H AC ! 31 8 , LA T E S T ED 1 T I O N . FO R Cl . A S S "B " TE N S I O N LA P SP L I C E S . 0 0 NO T SP L I C E CO N T I N U O U S TO P BA R S IN BE A M S AT EN D S OF CL E A R SP A N S . DO NO T SP L I C E CO N T I N U O U S BO T T O M BA R S IN BE A M S IN CL E A R SP A N S BE T W E E N SU P P O R T S . SH O W AL L SP L I C E S ON SH O P DR A W I N G S . SP L I C E LO C A T I O N S AN O ME T H O D S SU B J E C T TO AP P R O V A L OF ST R U C T U R A L EN G I N E E R . AT SL A B AN D WA L L OP E N I N G S PR O V I D E A MI N I M U M OF (2 ) #5 BA R S AL L FO U R SI D E S AN D DI A G O N A L L Y ; EX T E N D TH E S E BA R S A LA P DI S T A N C E OR A MI N I M U M OF 24 ~ PA S T TH E OP E N I N G OR HO O K BA R S IF DI S C O N T I N U O U S . DO W E L AL L WA L L S AN D CO L U M N S TO FO O T I N G S WI T H BA R SI Z E AN D SP A C I N G TO MA T C H VE R T I C A L RE I N F O R C I N G UN L E S S OT H E R W I S E SH O W N . DE S I G N CR I T E R I A : DE S I G N WA S BA S E D ON ST R E N G T H AN D DE F L E C T I O N CR I T E R I A OF TH E 20 2 0 FL O R I D A BU I L D I N G CO D E 7t h EO I T I O N . IN AD D 1 T I O N TO TH E DE A D LO A D S , TH E FO L L O W I N G LO A D S AN O AL L O W A B L E $ WE R E US E D FO R DE S I G N , WI T H LI V E LO A D S RE D U C E D PE R TH E 20 1 7 FB C : RO O F : FL O O R S : DE C K S : WA L L S ; LI V E LO A D ~ 40 P S F 60 P S F PE R C& C BE L O W DE A D LO A D ~ 10 PS F 10 PS F PE R AS C E 7 - 1 0 TB L E . C 3 - 1 DE F L E C T I O N U2 4 0 - 0 1 8 0 U3 6 0 - U 2 4 0 U3 6 0 - L / 2 4 0 L/ 2 4 0 - BR I T T L E U1 8 0 • FL E X I B L E UL T I M A T E WI N D SP E E D 13 0 MP H PE R AS C E 7- 1 5 NO M I N A L W I N D S P E E D : 10 1 M P H PE R F B C R 3 0 1 . 2 . 1 . 3 EX P O S U R E C PE R A S C E 7 • 1 6 IM P O R T A N C E FA C T O R 1. 0 CA T E G O R Y II IN T E R N A L PR E S S U R E CO E F F +/ - 0. 5 5 PA R T I A L L Y EN C L O S E D CO M P O N E N T S & CL A D D I N G PR E S S U R E S PE R TA B L E & CH A R T S ON TH I S PA G E . W! N D • B O R N E DE B R I S RE G I O N NO AP P R O V E D NO T E S WI N D PR E S S U R E S ON WALLS & ROOFS 3 EF F E C T I V E AR E A OF RO O F ZO N E S EXTERIOR WALLS OP E N I N G / R O O F ZO N E ZO N E 1 ZO N E 2 r ZONE2e,3e ZONE4 ZONES 0T O 1 0 19 . 0 -4 2 . 8 19 . 0 -5 5 . 9 19.0 ..S0.2 25.5 -V.7 25.5 -34.2 10 . 1 TO 20 16 . 4 -4 2 . 8 16 . 4 -5 0 . 3 16.4 -54.2 24.4 -26.6 24.4 -31.9 20 . 1 TO 50 14 . 0 -3 3 . 2 14 . 0 -4 3 . 0 14.0 -46.1 22.8 -25.1 22.8 -28.6 50 , 1 TO 10 0 14 . 0 -2 5 . 5 14 . 0 -3 7 . 4 14.0 -40.0 21.7 -23.9 21.7 -26.6 10 0 . 1 TO 50 0 19.0 -21.1 19.0 -21.1 1. WI N O PR E S S U R E S SH O W N AB O V E AR E FO R ST R U C T U R E S WI T H A ME A N ROOF HBGHT OF 15 FEET OR LESS WITH A ROOF PITCH BETWEEN 2/12 & 4/ 1 2 (V E R T JH O R I Z . ) . !F TH E ST R U C 1 1 1 R E IS OU T S I D E TH E S E PA R A M E T E R PLEASE CONTACT THE ENGINEER. 2. TH E EF F E C T I V E AR E A IS EQ U A L TO TH E LE N G T H • WI D T H OF TH E PR O P O S E D OPENING OR SPAN. THE WIDTH SHALL BE PERMITTED TO BE NOT LESS TH A N ' ! OF TH E SP A N LE N G T H . TH E EF F E C T I V E AR E A FO R FA S T E N E R S SH A L L NOT BE GREATER THAN THE TRIBUTARY AREA err FASTENERS. 3. AL L WI N D PR E S S U R E VA L U E S IN PO U N D S PE R SQ . FT { P S F ) &A R E CO N S I D E R E D NOMINAL VALUES(ASD) IN ACCORDANCE w/ FBCTABLE R301.2(2) CO N T I N U O U S FL O R I D A BU I L O I N O CO D E r. 0 2 0 , 7T H ED I T I O N ) l. A M ! N A T E D V O J C E R WM B C R {2 . 0 E , 1 ¾" WID C MI i \ / . U.1 \ 1 . 0 . ) OR I C N T I : O ST A N O BO A R D (A P A RA T C D MI i \ / . ) PL ' I W O O D {A P A RA TE O MI N . ) ST A I N L E S S S T E E L SO U T 1 1 E R N YE L L O W PI N E (N D . 2 MI N . ) wl o WI T H O U T W.W . M I F WE L D E D WI R E ME S H OR FA B R I C PR O J E C T # : 21 - 6 7 8 DA T E : 2/ 8 1 2 1 SHE"ETfNDEX ~ WALL SECTION ELEVATION VIEW O!R::ON NUMBCR LOC,,,TlONOF SECTIONCL/f SHa:TNo.WHCRE SECTlONIBLOCATEI. DETAIIJSECTIONNUMBER VIEW DIRECTION SHEITND..WHE,Rt SECTION IS LOCATED. ............ ~DETAIUSECTIONNUMBER ~SHtITNo.WHERt SECTION IS LOCATED. CAt.LOUT CUT/MATCH LINE ELEVATION DATUM SI.AB STEP (INCHES) THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON 2/812021 USING A DIGITAL SIGNA111RE. PRINTED COPIES OF SHEET DR A W N : NE W CO V E R E D PO R C H AD D I T O I N KC M THIS DOCUMENT ARE NOT S-1 CONSIDERED SIGNED AND 42 3 !R E X DR I V E DE S I G N E D : KC M SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY AT L A N T I C BE A C H , FL 32 2 3 3 SC A L E : AS SH O W N ELECTRONIC COPIES KEVIN C. MARTIN, P.E# 80359 20 2 0 MA R T I N EN G J N E E R I N O , LL C . DR A W I N G S WR I T T E N MA T E R I A L , AN O DE S I ON CO N C E P T S SH A L L NO T BE US E D OR RE P R O D U C E D !N WH O L E OR PA R T IN AN Y FO R M OR FO R M A T WI T H O U T PR I O WR I T T E N CO N S E N T FR O M MA R T I N EN G I N E E R J N O , L L C . DO NO H l C A L E DR A W I N G S . US E GI V E N DI M E N S I O N S ON L Y . IF NO T SH O W N , VE R I F Y CO R R E C T DI M E N S I O N S WI T H THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANO CONDITIONS AT JO B SI T E . ~ EX I S T . SF R C J EX I S T , CA R P O R T EX I S T . LA Y O U T / W O R K AR E A S SC A L E : N. T . S FR A M I N G LE G E N D E= = = 3 NE W RO O F BE A M S [8 J NE W 6X 6 SY P P. T . SU P P O R T PO S T S ~ EX I S T . 8" CM U WA L L S RO O F RA F T E R S [I D r:- = = ... - .. ,, 7 (2 ) 1. 7 5 " x 9 . 2 5 " 2. 0 E LV L VA L L E Y BE A M (B E A M FA S T E N I N G PE R S- 4 ) (2 ) 2x 1 0 No . 2 SY P ( P . T . ) RO O F BE A M S (B E A M FA S T E N I N G PE R S- 4 ) 6X 6 No . 2 P. T . TO EX I S T . TI E BE A M w/ AB U 6 6 PE R 2/ S - 4 . FA S T E N BE A M S TO PO S T S PE R 1/ S - 4 . VA L L E Y BE A M TO RO O F BE A M w/ HH U S 4 1 0- S L D 6 HA N G E R . FI L L AL L HO L E S w/ 10 d NA I L S 2x 4 No . 2 SY P RO O F PU R L I N S AT 24 " O. C . w/ (2 ) #1 0x 3 . 5 SC R E W S AT EA C H RA F T E R . IN S T A L L ME T A L RO O F I N G PE R FL . PR O D U C T AP P R O V A L S r 1 NE W PO S T FT G ' s . SE E DE T A I L 2 ON C~ ~ : 1 SH E E T S- 3 FO R SP E C S No , DA T E RE V I S I O N S DE S C R I P T I O N SC O P E OF WO R K & LI M I T A T I O N S TH E SC O P E OF TH E S E PL A N S IS LI M I T E D TO TH E ST R U C T U R A L WO R K FO R TH E PR O P O S E D RE A R CO V E R E D PO R C H IN TH E AR E A S SH O W N ON TH E S E PL A N S ON L Y . AL L OT H E R AR E A S AN D / O R ST R U C T U R A L CO M P O N E N T S AR E OU T S I D E TH E SC O P E OF TH E S E PL A N S . AL L NE W CO N S T R U C T I O N SH A L L BE IN AC C O R D A N C E WI T H TH E AP P R O V E D SE T OF PL A N S , AP P L I C A B L E FL PR O D U C T AP P R O V A L S & ME E T AL L TH E MI N I M U M RE Q U I R E M E N T S OF TH E 20 2 0 FL O R I D A BU I L D I N G CO D E , 7T H ED I T I O N RE S I D E N T I A L . A EX I S T . S. F . R . PO R C H FR A M I N G PL A N SC A L E : 3 1 1 6 " " ' 1 ' - 0 " AP P R O V E D ST R U C T U R A L PL A N S CO N T R A C T O R IS RESPONSIBLE FOR ALL TE M P O R A R Y SHORING OF THE EXISTING ST R U C T U R A L FLOOR, ROOF, CEILING, AND OTHER LOAD BEARING MEMBERS. CO N T A C T ENGINEER IF ANY FIELD CONDITIONS IN C L U D I N G , FOUNDATIONS, EXISTING FRAMING SI Z E S , SP A C I N G , ORIENTATION, AND FASTENINGS DIFFER FROM PLANS 2X 6 No . 2 SYP ROOF ] RA F T E R S AT 16" O.C.,TYP. 1- - , - , - , . , , , . . . , ' " 7 " ' . , . . , . . - , . . , . . - , - - ; , r - - - - - - - - - - - - -------- ,, . . . . . . . , , , ~ ~ ~ - . t - - - - - - - - - - - - - - ---- -- - - - - - - - - - - - - -- EX I S T . S.F.R. ROOF FRAMING PLAN SCALE; 3/16" .. 1'-0" PR O J E C T # : 21 - 6 7 8 THIS ITEM HAS BEEN ELECTRONlCALL Y SIGNED AND SHEET SEALED BY KEVIN C. MARTIN, PE DA T E : 2/ 8 / 2 1 ON 2/8/2021 USING A DIGITAL 45 0 ST A T E RO A D 13 N. , #1 0 6 - 3 8 7 f- - - J - - - J - - - - - - - - - - J - - - J " - - - - - - - - - : - - : = : - : - - : - : : - - : : - - : - - : = = - : : : : : : - - - - : : - - : : - : : : - - : : - - : - : - - : - - : : - : : - - : = - : : - - : - - : : - - - - - - - - - t - ; : : ; : : ; ; : : ; : - - - - - - - - - i JA C K S O N V I L L E , FL 32 2 5 9 90 + 4 7 2 - 1 4 5 9 NE W CO V E R E D PO R C H AD D I T O I N DR A W N : KC M SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT S-2 CONSIDERED SIGNED AND 42 3 !R E X DR I V E DE S I G N E D : KC M SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY FL C . A # l 2 0 2 7 AT L A N T I C BE A C H , FL 32 2 3 3 SC A L E : AS SH O W N ELECTRONIC COPIES KEVIN C. MARTIN, P,E# 80359 20 2 0 MA R T I N EN G I N E E R I N G , LL C . DR A W I N G S , W R l f f i N MA T E R I A L , AN O DE S I G N CO N C E P T S SH A L L NO T BE US E D OR RE P R O D U C E D !N WH O L E OR PA R T IN AN Y FO R M OR FO R M A T WI T H O U T PR I O R WR I T T E N CO N S E N T FR O M MA R T I N EN G I N E . E R I N G , L L C . DO NO T SC A L E DR A W I N G S . US E GI V E N DI M E N S I O N S ON L Y , IF NO T SH O W N , VE R I F Y CO R R E C T DI M E N S I O N S WJ T H THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANO CONDITIONS AT JO B SI T E . UP P E R RO O F SU P P O R T BE A M S PE R FR A M I N G PL A N K 6x 6 No . 2 SY P , P. T . . UP P E R PO S T , T Y P . UP P E R SU P P O R T PO S T TO EX I S T . TI E - B E A M w/ AB U 6 6 PE R 2/ S - 4 EX I S T . 8" CM U WA L L w/ TI E - B E A M AN D FO U N D . (V . I . F . ) PA V E R S PE R OW N E R S SP E C S , TY P . ME T A L RO O F I N G PE R OW N E R S SP E C . IN S T A L L TO PU R L I N S PE R FL PR O D U C T AP P R O V A L 2x 4 No . 2 SY P RO O F PU R L I N S A T 24 " O. C . w/ (2 ) #1 0x 3 . 5 SC R E W S AT EA C H RA F T E R 2x 6 No . 2 SY P AT 16 " RO O F RA F T E R S . FA S T E N TO VA L L E Y BE A M w/ A3 5 CL I P S & TO SU P P O R T BE A M S w/ HZ . S A CL I P S . BE A M S TO PO S T CO N N E C T I O N PE R TY P . CO N N E C T I O N DE T A I L 1 ON S- 4 6x 6 No . 2 SY P , P. T . SU P P O R T CO R N E R PO S T NE W PO S T FO O T I N G . SI Z E AN D RE I N F . PE R DE T A I L ON S- 3 f1 ' \ TY P . PO R C H FR A M I N G DE T A I L ~ > - - - - - - - - - RE V I S I O N S FR A M I N G DE T A I L S No . DA T E DE S C R I P T I O N AP P R O V E D 4S 0 ST A T E RO A D 13 N. , #1 0 6 · 3 8 7 JA C K S O N V I L L E , FL 32 2 5 9 NE W CO V E R E D PO R C H AD D I T O I N 90 4 - 4 7 2 - 1 4 5 9 42 3 IR E X DR I V E FL CA H J2 0 2 7 AT L A N T I C BE A C H , FL 32 2 3 3 SYP PT POST, SEE PLAN FOR SIZE EMBED POST MIN. 2'-6" IN WET CONCRETE ROUND OR SQUARE POST FOOTING 0 FI X E D POST FOOTING PR O J E C T # : 21 - 6 7 8 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SHEET DA T E : 2/ 8 1 2 1 SEALED BY KEVIN C. MARTIN, PE ON 2/8/2021 USING A DIGITAL SIGNATURE. PRINTED COPIES OF DR A W N : KC M THIS DOCUMENT ARE NOT S-3 CONSIDERED SIGNED AND DE S I G N E D : KC M SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY SC A L E : AS SH O W N ELECTRONIC COPIES KEVIN C. MARTIN, P,E# 80359 20 : W MA R T I N EN G I N E E R I N G , LL C . OR A WI N O S , WR I T T E N MA T l : R I A L , AN D DE S I G N CO N C E P T S SK A L L NO T BE US E D OR RE P R O D U C E D IN WH O L E OR PA R T IN AN Y FO R M OR FO R M A T WI T H O U T PR I O R WR I T T E N CO N S E N T FR O M MA R T I N EN G l N E E R ! N O , L L C , DO NO T SC A L . E DR A W i NO S . US E GI V E N DI M E N S I O N S ON L Y . IF NO T SH O W N , VE R I F Y CO R R E C T DI M E N S I O N S WITH THE ENO!NEER. CONTRACTOR SHAU. CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT J 0 8 S 1 T E . (2 ) ½" CA R R I A G E BO L T S w/ NU T & WA S H E R VA L L E Y BE A M TO RO O F B E A M w / HH U S 4 1 0 - S L D 6 (2 ) ~" CA R R I A G E BO L T S w/ NU T & WA S H E R (2 ) 1/ 2 " CA R R I A G E BO L T S w/ NU T & WA S H E R 6X 6 P. T . PO S T , TY P . w/ AB U 6 6 HO L D O W N PE R TY P . AN C H O R DE T A I L 6X 6 P. T . PO S T , TY P . w/ AB U 6 6 HO L D O W N PE R TY P . A N C H O R DE T A I L ~ TY P . BE A M CO N N E C T I O N S ~ f - - - - - - - RE V I S I O N S No . DA T E DE S C R I P T I O N AP P R O V E D (2 ) ½ " CA R R I A G E B O L T S w / N U T &W A S H E R SU P P O R T PO S T . SE E PL A N FO R SI Z E & LO C A T I O N AB U 6 6 Z PO S T BA S E . FI L L AL L HO L E S w/ 16 d NA I L S . AB U 4 4 : . ½" AN C H O R BO L T OR A. T . R . . AB U 6 6 : i" AN C H O R BO L T OR A. T . R . AB U 8 8 : (2 ) i" AN C H O R BO L T S OR A. T . R . TH R E A D E D RO D : D R I L L & EP O X Y 1/ 2 " TH R E A D E D RO D w/ MI N . 7" EM B E D M E N T IN T O EX I S T . TI E BE A M OR TI T E N HD : ½" TI T E N HD AN C H O R 7" LG . 0 0 0 0 0 EXIST. TIE-BEAM ABU66Z (A B U 6 6 , ABUBB similar) ~ TY P . AN C H O R DETAILS 0 - - - - - 2 PL Y < 14 " LV L / S P Y BE A M FASTENING 2 RO W S - 1 6 d NA I L S @ 12" O.C. (N . T . S . ) THIS ITEM HAS BEEN FR A M I N G DE T A I L S PR O J E C T # : 21 - 6 7 8 ELECTRONICALLY SIGNED AND DA T E : SEALED BY KEVIN C. MARTIN, PE 2/ 8 1 2 1 45 0 ST A T E RO A D U N . , 11 1 0 6 · 3 8 7 ~ + - - - - + - - - - - - - - - + - - t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j - - : : - : = - - - - - - - - - j ON 2/812021 USING A DIGITAL DR A W N : SIGNATURE. PRINTED COPIES OF JA C K S O N V I L L E , FL 32 2 5 9 90 4 - 4 7 2 - 1 4 5 9 FL C. A / 1 J2 0 2 7 NE W CO V E R E D PO R C H AD D I T O I N 42 3 !R E X DR I V E AT L A N T I C BE A C H , FL 32 2 3 3 KC M DE S I G N E D : KC M SC A L E : AS SH O W N THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES KEVIN C. MARTIN, P.E# 80359 SHEET S-4 :! 0 2 0 MA R T I N EN G I N E E R I N G , LL C . DR A W I N G S , WR I T T E N MA T E R I A L , AN O DE S I G N CO N C E P T S SH A L L NO T BE US E D OR RE P R O D U C E D IN WH O L E OR PA R T IN AN Y FO R M OR FO R M A T WI T H O U T PR I O R WR I T T E N CO N S E N T FR O M MA R T I N EN G I N E E R I N G , L L C . DO NO T SC A L E DR A W I N G S . IJ S E G! V E N DI M E N S I O N S ON L Y . IF NO T SH O W N , VE R I F Y CO R R E C T DI M E N S I O N S WI T H THE ENGINEER. CONTRACTOR SHA~L CHECK ANO VERIFY Al.L DIMENSIONS AND CONDITIONS AT JO B SI T E . This item has been electronically signed and sealed by James L. Buckner, P.E., on this date 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. 2020.10.11 21:24:38 -04'00' Specialty Structural Engineering CBUCK, Inc. – Palm Beach County, Florida Phone: (561) 491-9927 · Email: cbuck@cbuckinc.net · Website: www.cbuckinc.net Main Office: 1374 Community Drive, Jupiter, Florida 33458 CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Evaluation Report “Rib Panel” Metal Roof Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 (877) 358-7663 for Florida Product Approval # FL 5211.2 R8 Florida Building Code 7th Edition (2020) Per Rule 61G20-3 Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: “Rib Panel” Material: Steel Panel Thickness: 29 gauge, Minimum Panel Width: 36” Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 20-224-Rib-S9W-ER Date: 10 / 11 / 2020 Contents: Evaluation Report Pages 1 – 8 FL #: FL 5211.2-R8 Date: 10 / 11 / 2020 Report No.: 20-224-Rib-S9W-ER Page 2 of 8 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Manufacturer: Millennium Metals, Inc. Product Name: “Rib Panel” Product Category: Roofing Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System Description: “Rib Panel” 29 gauge (Minimum Thickness) Steel roof panel mechanically attached to Plywood Deck with screws. Product Assembly as Evaluated: Refer to Page 4 of this report for product assembly components/materials & standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation (Optional) 5. Barrier Board (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32 (min.) or 19/32” (min.) or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer’s recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure: (Refer to “Table A” attachment details herein) Refer to Table “A” FL #: FL 5211.2-R8 Date: 10 / 11 / 2020 Report No.: 20-224-Rib-S9W-ER Page 3 of 8 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Performance Standards: The product described herein has demonstrated compliance with: • UL580-06 – Test for Uplift Resistance of Roof Assemblies • UL 1897-12 – Uplift test for roof covering systems Standards Equivalency: • The UL 580-94 standard version used to test the evaluated product assembly is equivalent to UL580-06 standard version adopted by the Florida Building Code 7th Edition (2020). • The UL 1897-98 standard version used to test the evaluated product assembly is equivalent to UL1897-12 standard version adopted by the Florida Building Code 7th Edition (2020). Code Compliance: The product described herein has demonstrated compliance with the performance standards listed above as referenced in the Florida Building Code 7th Edition (2020). Evaluation Report Scope: This product evaluation is limited to compliance with the structural requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Conditions of Use: • Scope of “Limitations and Conditions of Use” for this evaluation: This evaluation report for “Optional Statewide Approval” contains technical documentation, specifications and installation method(s) which include “Limitations and Conditions of Use” throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under “Optional Statewide Approval”. • Option for application outside “Limitations and Conditions of Use” Rule 61G20-3.005(1)(e) allows engineering analysis for “project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code”. Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design. • All metal components and fasteners shall be corrosion resistant in accordance with applicable sections of FBC, including but limited to Sections 1504.3.2, 1506.6 and 1507.4.4. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 5211.2-R8 Date: 10 / 11 / 2020 Report No.: 20-224-Rib-S9W-ER Page 4 of 8 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Components/Materials (by Manufacturer): Roof Panel: Product Identification: Material: Thickness: Panel Width: Rib Height: Yield Strength: Corrosion Resistance: Rib Panel Steel 29 gauge (min.) 36” (max.) Coverage 3/4” 40 ksi min. In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: Type: Size: Penetration Through: Corrosion Resistance: Standard: Hex-Head Wood Screw with WSW #10 (× length to meet min. penetration through deck) 3/16” min. through wood deck Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Components/Materials (by Others): Underlayment: Material and application shall be in compliance with FBC Section 1507.1.1 and in accordance with applicable code sections and manufacturer’s recommendations. Insulation (Optional): Type: Thickness: Properties: Density: Or Compressive Strength: Rigid Insulation Board 3” (max.) 2.25 pcf (lbs/ft3) min. 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16”. Barrier (Optional): Barrier Board: Approved Barrier, up to 1/2” thick Installation: Installation Method: FL #: FL 5211.2-R8 Date: 10 / 11 / 2020 Report No.: 20-224-Rib-S9W-ER Page 5 of 8 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering (Refer to drawings on Pages 6-8 of this report.)  Fastener spacing: Refer to Table “A” Below (along the length of the panel)  Row Spacing: Refer to Table “A” Below (along the row, across the panel profile)  Rib Interlock: Lapped  Minimum fastener penetration thru bottom of support, 3/16”.  For panel construction at the end of panels, refer to manufacturer’s instructions and any site specific design. TABLE “A” ALLOWABLE LOADS Deck Thickness Fastener Spacing Row Spacing Refer to Drawings * Design Pressure (PSF) METHOD 1 15/32” 9” 24” A - 47.5 METHOD 2 15/32” 9” 12” A - 95 METHOD 3 15/32” 5”,4”,5”,4”,… Pattern 16” B - 113.75 METHOD 4 19/32” 9” 16” A - 71 METHOD 5 19/32” 5”,4”,5”,4”,… Pattern 16” B - 144.25 * Allowable design pressure for allowable stress design (ASD) with a margin of safety of 2 to 1. Install the “Millennium Rib” roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 7th Edition (2020). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer’s installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL580-94 & UL 1897-98 Uplift Test By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Report #: 0232-0321-03, Report Date: 8/27/03, Specimens #1-2 Report #: 0232-0510-03, Report Date: 8/27/03, Specimen #2 2. UL580-94 & UL 1897-98 Uplift Test By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Report #: 0232-0911-05, Report Date: 9/27/04, Specimen #1 3. Engineering Analysis By CBUCK Engineering 4. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 5. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 6. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) Installation Method FL #: FL 5211.2-R8 Date: 10 / 11 / 2020 Report No.: 20-224-Rib-S9W-ER Page 6 of 8 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Millennium Metals “Rib Panel” Roof Panel Attached to Wood Deck Profile Drawings 36" 9" 3/4" Typical Panel Profile View (Not To Scale) TABLE “A” ALLOWABLE LOADS Deck Thickness Fastener Spacing Row Spacing Refer to Drawings * Design Pressure (PSF) METHOD 1 15/32” 9” 24” A - 47.5 METHOD 2 15/32” 9” 12” A - 95 METHOD 3 15/32” 5”,4”,5”,4”,… Pattern 16” B - 113.75 METHOD 4 19/32” 9” 16” A - 71 METHOD 5 19/32” 5”,4”,5”,4”,… Pattern 16” B - 144.25 * Allowable design pressure for allowable stress design (ASD) with a margin of safety of 2 to 1. Installation Method FL #: FL 5211.2-R8 Date: 10 / 11 / 2020 Report No.: 20-224-Rib-S9W-ER Page 7 of 8 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Millennium Metals “Rib Panel” Roof Panel Attached to Wood Deck 9"9"9"9" Fastener SpacingAcross Panel Width#10 Hex-Head Wood Screw with WSW3/16" min. penetration thru deckSpaced 9" o.c. across the panel Detail A - Typical Assembly Profile View (Not To Scale) Pe r T a b l e A "Rib Panel" Support:- CDX Plywood Deck, or- Wood plank Refer to Table "A" for Minimum Thickness 9" o.c. Typical Fastener:#10 Hex-Head Wood Screw with WSW Detail A - Typical Assembly Isometric View (Not To Scale) Installation Method . I. - FL #: FL 5211.2-R8 Date: 10 / 11 / 2020 Report No.: 20-224-Rib-S9W-ER Page 8 of 8 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 CBUCK Engineering Millennium Metals “Rib Panel” Roof Panel Attached to Wood Deck 4"5"5"4"5"4"5" Fastener SpacingAcross Panel Width#10 Hex-Head Wood Screw with WSW3/16" min. penetration thru deckSpaced in a 5", 4", 5", 4", 5", 4", 5", 4" Pattern Detail B - Typical Assembly Profile View (Not To Scale) Pe r T a b l e " A " Support:- CDX Plywood Deck, or- Wood plank Refer to Table "A" for Minimum Thickness Fastener:#10 Hex-Head Wood Screw with WSW 5"4"5"4"5"4"5" "Rib Panel" Detail B - Typical Assembly Isometric View (Not To Scale) -1 T -I - -I -- I 1·C::S~11iif.,;;4--t:_-nr -=.c-:;::;;--.~5-ilf~-~~-£=---"~-----:;;..-~~ /-...._ P>--r.~-LAH -...._ £ I https://www.hurricanedepot.com/EngineeringHVHZ.htm High Velocity Hurricane Zone lHVHZJ map ' I 1"::,,-;;;;;;;;;r--r---.--.:::;,.,__~ I Wind -borne Debris Region (120 mph and above) ASCE 7·98 Wind Zones Hurricane winds c=J Winds 110-119 mph Wind Zone 1 c=J Winds 120-129 mph Wind Zone 2 c=J Winds 130-139 mph & WindZone3 within 1 mile o f coastline □&■ Winds above 140 mph Wind Zone4 Sou rce: ASTM E 1996-03, page 3. 6.2.2 Note: This map Is accurate ro the county. It should not be used for precise placement of cities near zone borders. Wind speeds are based on the America n Society of CM/ Engineers Standard /ASCE 7-98) 50O100-year pea k gusrs.